2026-01-09_Westin St John New RO Plant – 100 Percent DRAWINGS_ASI 006.2-WSJ
A1.01 1 A1.02 2 NEW CONSTRUCTION AS DEFINED BY THE INTERNATIONAL BUILDING CODE, CHAPTER 3, CONSISTING OF THE FOLLOWING GENERAL SCOPE OF WORK REQUIRED TO CONSTRUCT THE INDICATED SWRO PLANT, CISTERN AND PUMP INTAKE BUILDING. GENERAL • CONTRACTOR SHALL PROVIDE LABOR AND MATERIAL FOR SELECTIVE DEMOLITION: DEMOLITION AND REMOVAL OF EXISTING STRUCTURES, TREES AND LIGHT POLES INDICATED ON THESE PLANS. PREPARE FOR NEW WORK ON THESE PLANS. • CONTRACTOR SHALL PROVIDE LABOR AND MATERIAL FOR THE CONSTRUCTION OF THE RO PLANT, CISTERN AND PUMP INTAKE BUILDING. • THE CONTRACTOR SHALL PROVIDE LABOR AND MATERIAL TO PLANT NEW TREES AND INSTALL NEW LIGHTING INDICATED ON THESE PLANS. GENERAL NOTE: PRICING SET DRAWINGS PREPARED FROM LIMITED EXISTING DOCUMENTATION PROVIDED BY OWNERSHIP. ALL EXISTING CONDITIONS AND DIMENSIONS NOTED SHALL BE VERIFIED ON SITE BY CONTRACTOR PRIOR TO CONSTRUCTION. SCOPE OF WORK ADDITIVE ALTERNATES ADD ALTERNATE #1: BASE BID: CONSTRUCTION IS TO BE COMPLETED AS IS IF NO ADDITIONAL WORK TO THE EXISTING PARKING AREA. ADD. …
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A1.01 1 A1.02 2 NEW CONSTRUCTION AS DEFINED BY THE INTERNATIONAL BUILDING CODE, CHAPTER 3, CONSISTING OF THE FOLLOWING GENERAL SCOPE OF WORK REQUIRED TO CONSTRUCT THE INDICATED SWRO PLANT, CISTERN AND PUMP INTAKE BUILDING. GENERAL • CONTRACTOR SHALL PROVIDE LABOR AND MATERIAL FOR SELECTIVE DEMOLITION: DEMOLITION AND REMOVAL OF EXISTING STRUCTURES, TREES AND LIGHT POLES INDICATED ON THESE PLANS. PREPARE FOR NEW WORK ON THESE PLANS. • CONTRACTOR SHALL PROVIDE LABOR AND MATERIAL FOR THE CONSTRUCTION OF THE RO PLANT, CISTERN AND PUMP INTAKE BUILDING. • THE CONTRACTOR SHALL PROVIDE LABOR AND MATERIAL TO PLANT NEW TREES AND INSTALL NEW LIGHTING INDICATED ON THESE PLANS. GENERAL NOTE: PRICING SET DRAWINGS PREPARED FROM LIMITED EXISTING DOCUMENTATION PROVIDED BY OWNERSHIP. ALL EXISTING CONDITIONS AND DIMENSIONS NOTED SHALL BE VERIFIED ON SITE BY CONTRACTOR PRIOR TO CONSTRUCTION. SCOPE OF WORK ADDITIVE ALTERNATES ADD ALTERNATE #1: BASE BID: CONSTRUCTION IS TO BE COMPLETED AS IS IF NO ADDITIONAL WORK TO THE EXISTING PARKING AREA. ADD. ALTERNATE 1: EXISTING 7 PARKING SPACES TO BE STRIPED WEST OF SITE. ADD ALTERNATE #2: BASE BID: CONSTRUCTION IS TO BE COMPLETED AS IS IF NO ADDITIONAL WORK TO THE EXISTING PARKING AREA & LANDSCAPE AREA. ADD. ALTERNATE 2: NEW LANDSCAPE AREA NEAR GUEST PARKING & 6 NEW NATIVE TREES TO BE PLANTED IN NEW LANDSCAPE BUFFER PROJECT INFORMATION BUILDING INFO (RO BUILDING) OCCUPANCY CLASSIFICATION: IBC: FACTORY/INDUSTRIAL NFPA: INDUSTRIAL IBC TYPE OF CONSTRUCTION: IIB NFPA TYPE OF CONSTRUCTION: TYPE I (000) NO. OF STORIES: 1 BUILDING HEIGHT: 14'-1" BUILDING AREA: 3,535 SF CODES USED: INTERNATIONAL EXISTING BUILDING CODE (IEBC) - ALTERATION LEVEL 1 INTERNATIONAL BUILDING CODE (IBC) - 2021 EDITION LIFE SAFETY CODE, NFPA 101 - 2021 EDITION ICC / ANSI A117.1 - STANDARD FOR ACCESSIBLE & USEABLE BUILDINGS AND FACILITIES - 2017 EDITION INTERNATIONAL ENERGY CONSERVATION CODE (IECC) - 2018 EDITION ARCHITECT Coleman Partners Architects 3377 North Blvd Baton Rouge, La 70806 MEP + STRUCTURAL + CIVIL ENGINEER Salas O'Brien LLC 5215 Essen Lane, Suite 100 Baton Rouge, La 70809 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES 2401 NE 18th Terrace B, Gainesville, FL 32609 The drawings, specifications and other documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project and, unless otherwise provided, the architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including reproducible copies, of the Architect's drawings, specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect’s drawings, specifications or other documents shall not be used by the Owner or others on other projects, for additions to this project or for completion of this project by others, unless the Architect is adjudged to be in default under this agreement, except by agreement in writing and with appropriate compensation to the Architect. Project Number: Date: Project Architect: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 Architect's Project Number: 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES 1/8/2026 6:12:58 PM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/24032_Westin St John_CAPEX Projects_r24.rvt NOVEMBER 14, 2025 JMH COVER G0.1 100% CONSTRUCTION DOCUMENTS WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT 300 CHOCOLATE HOLE ST. JOHN, USVI 24032.05 100% CONSTRUCTION DOCUMENTS NOVEMBER 14, 2025 VICINITY MAP INDEX OF DRAWINGS - NEW REVERSE OSMOSIS PLANT SHEET # SHEET NAME Sheet Issue Date Current Revision Date GENERAL G0.1 COVER 11/14/2025 01/09/26 SURVEY SV1 SITE SURVEY 06/13/2025 SV2 SITE SURVEY 06/13/2025 SV3 SITE SURVEY 06/13/2025 DEMOLITION D1.0 SITE PLAN DEMOLITION 11/14/2025 xxx CIVIL C1-02 GRADING PLAN -SWRO PLANT PARKING LOT 11/14/2025 C1-03 SECTIONS AND DETAILS - SWRO PLANT PARKING LOT 11/14/2025 ARCHITECTURAL A1.00 ARCHITECTURAL SITE PLAN - ALL PROJECTS 11/14/2025 A1.01 ARCHITECTURAL SITE PLAN - SWRO PLANT 11/14/2025 xxx A1.02 SITE AND FLOOR PLAN - INTAKE PUMP BUILDING 11/14/2025 A2.00 FLOOR PLANS - SWRO PLANT & CISTERN 11/14/2025 01/09/26 A2.10 INT ELEVATIONS / DOOR & WALL TYPES 11/14/2025 A6.00 EXTERIOR ELEVATIONS 11/14/2025 A7.00 BUILDING SECTIONS & DETAILS 11/14/2025 STRUCTURAL S1.10 STRUCTURAL INFORMATION 11/14/2025 S1.11 STRUCTURAL INFORMATION 11/14/2025 S2.10 FOUNDATION PLAN OVERALL 11/14/2025 S2.11 FOUNDATION PLANS 11/14/2025 S2.12 SLAB & PILING PLAN 11/14/2025 S2.20 ROOF FRAMING PLAN OVERALL 11/14/2025 S2.21 ROOF FRAMING PLANS 11/14/2025 S2.50 BUIDLING SECTIONS 11/14/2025 S2.51 BUILDING SECTIONS 11/14/2025 S2.60 BUILDING ELEVATIONS 11/14/2025 S3.10 TYPICAL CONCRETE DETAILS 11/14/2025 S3.11 TYPICAL CONCRETE DETAILS 11/14/2025 S4.10 TYPICAL CMU DETAILS 11/14/2025 S5.10 TYPICAL STEEL DETAILS 11/14/2025 MECHANICAL M1.00 MECHANICAL FLOOR PLANS - SWRO PLANT & CISTERN 11/14/2025 M2.00 MECHANICAL DETAILS - SWRO PLANT & CISTERN 11/14/2025 PLUMBING P1.01 PLUMBING SITE PLAN - SWRO PLANT 11/14/2025 P2.00 PLUMBING FLOOR PLANS - SWRO PLANT & CISTERN 11/14/2025 P2.01 PLUMBING RISERS 11/14/2025 P3.00 PLUMBING SCHEDULE AND SPEC - SWRO PLANT 11/14/2025 ELECTRICAL E1.01 ELECTRICAL SITE PLAN - SWRO PLANT 11/14/2025 E1.02 ELECTRICAL SITE PLAN - INTAKE PUMP BUILDING 11/14/2025 E2.00 ELECTRICAL FLOOR PALNS - SWRO PLANT & CISTERN 11/14/2025 E2.01 ELECTRICAL LIGHTING PLANS - SWRO PLANT & CISTERN 11/14/2025 E3.00 ELECTRICAL SCHEDULES & DETAILS 11/14/2025 E4.00 ELECTRICAL SPECIFICATIONS 11/14/2025 E5.00 FIRE ALARM SPECIFICATIONS 11/14/2025 FIRE PROTECTION FP1.00 FIRE PROTECTION SITE PLAN - SWRO PLANT & CISTERN 11/14/2025 FP1.01 FIRE PROTECTION FLOOR PLANS - SWRO PLANT & CISTERN 11/14/2025 FP2.01 FIRE PROTECTION DETAILS SPECIFICATIONS & SCHEDULES 11/14/2025 FP3.01 FIRE PROTECTION SPECIFICATIONS 11/14/2025 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT 1 ASI-006.1-WSJ 12/15/25 2 ASI-006.2-WSJ 01/09/26 INDEX OF DRAWINGS - NEW REVERSE OSMOSIS PLANT SHEET # SHEET NAME Sheet Issue Date Current Revision Date SWRO CIVIL C-0000 SHEET LIST 11/14/2025 C-001A WESTIN INTAKE APROXIMATE PIPE LINE LOCATION 11/14/2025 C-001B WESTIN INTAKE PIPE LINE DEMO 11/14/2025 C-002 OVERALL LINE LAYOUT 11/14/2025 C-003 OVERALL LINE PROFILE 11/14/2025 C-006 LAYOUT PLAN INTAKE WATER FACILITY 11/14/2025 C-007 CUT SECTIONS INTAKE WATER FACILITY 11/14/2025 C-008 INTAKE WATER PIPE PLAN VIEW - A-A 11/14/2025 C-009 INTAKE WATER PIPE PLAN VIEW - B-B 11/14/2025 C-010 INTAKE WATER PIPE PLAN VIEW - C-C 11/14/2025 C-011 INTAKE WATER PIPE PLAN VIEW - D-D 11/14/2025 C-012 INTAKE WATER PIPE PROFILE - A-A 11/14/2025 C-013 INTAKE WATER PIPE PROFILE - B-B 11/14/2025 C-014 INTAKE WATER PIPE PROFILE - C-C 11/14/2025 C-015 INTAKE WATER PIPE PROFILE - D-D 11/14/2025 C-016 INTAKE PIPE SURF AND BLOCK DETAILS 11/14/2025 SWRO PROCESS P-0000 SHEET LIST 11/14/2025 P-100 RAW WATER SUPPLY 11/14/2025 P-200 MEDIA FILTRATION 11/14/2025 P-300 CARTRIDGE FILTER/CHEMICAL SYSTEM 11/14/2025 P-400 REVERSE OSMOSIS 11/14/2025 P-500 POST TREATMENT 11/14/2025 P-600 CLEANING 11/14/2025 P-700 STORAGE/DISTRIBUTION 11/14/2025 P-1000 CONCENTRATE AND DRAIN HEADER SYSTEM 11/14/2025 PFD-100 PROCESS FLOW DIAGRAM 11/14/2025 SWRO MECHANICAL M-0000 SHEET LIST 11/14/2025 M-001 MECHANICAL LAYOUT 11/14/2025 M-001A FLOOR DRAIN LAYOUT 11/14/2025 M-002 INTAKE BUILDING LAYOUT 11/14/2025 M-003 MAIN BUILDING TRENCH PIPING 11/14/2025 M-003A MAIN TRENCH PIPING SECTIONS 11/14/2025 M-003B MAIN TRENCH PIPING SECTIONS 11/14/2025 M-004 RO A TRENCH PIPE 11/14/2025 M-004 A RO TRENCH MC & RW PENETRATIONS 11/14/2025 M-005 RO B TRENCH PIPE 11/14/2025 M-006 RO SYSTEMS 11/14/2025 M-006A RO SYSTEMS ISO 11/14/2025 M-006B RO SYSTEMS SECTIONS 11/14/2025 M-006C RO SYSTEMS SECTIONS 11/14/2025 M-007 CALCIUM CARBONATE REACTORS 11/14/2025 M-007A CALCIUM CARBONATE REACTORS ISO 11/14/2025 M-007B CALCIUM CARBONATE REACTORS SECTIONS 11/14/2025 M-007C CALCIUM CARBONATE REACTORS SECTIONS 11/14/2025 M-008 CIP SYSTEM 11/14/2025 M-008A CIP SYSTEM CUT SECTIONS 11/14/2025 M-009 TRANSFER PUMP SYSTEM - PLAN LAYOUT 11/14/2025 M-009A TRANSFER PUMP SYSTEM CUT SECTIONS 11/14/2025 M-009B TRANSFER PUMP SYSTEM CUT SECTIONS 11/14/2025 M-009C TRANSFER PUMP SYSTEM - ISO VIEW 11/14/2025 M-010 MEDIA FILTERS SYSTEM 11/14/2025 M-010A MEDIA FILTERS SYSTEM CUT SECTIONS 11/14/2025 M-010B MEDIA FILTERS SYSTEM CUT SECTIONS 11/14/2025 M-010C MEDIA FILTERS SYSTEM CUT SECTIONS 11/14/2025 M-010D MEDIA FILTERS SYSTEM CUT SECTIONS 11/14/2025 M-011 INTAKE BUILDING ISO 11/14/2025 M-011A INTAKE BUILDING SECTIONS 11/14/2025 SWRO ELECTRICAL E-0000 SHEET LIST 11/14/2025 E-001A RO SYSTEM ONE LINE 11/14/2025 E-001B INTAKE BUILDING ONE LINE 11/14/2025 E-002 3 PHASE POWER DIAGRAM - MAIN CONTROL PANEL (0-99) 11/14/2025 E-003 POWER DIAGRAM - MAIN CONTROL PANEL (0-99) 11/14/2025 E-004 CONTROL SCHEMATIC - MAIN CONTROL PANEL (0-99) 11/14/2025 E-400 TRAIN X CONTROL PANEL SCHEMATIC (400-499) 11/14/2025 E-500 PRE/POST TREATMENT CONTROL PANEL SCHEMATIC (500-599) 11/14/2025 E-501 PRE/POST TREAT CHEM PUMP CONTROL SCHEMATIC (500-599) 11/14/2025 E-601 RECEPTACLES LOCATION 11/14/2025 E-602 ELECTRICAL CABLE PLAN VIEW 11/14/2025 E-602A ELECTRICAL CABLE CUT SECTIONS 11/14/2025 E-700 RO SKIDS AND EQUIPMENT ARCHITECT DIAGRAM 11/14/2025 1 REVISED JANUARY 09, 2025 WITH ASI-006.2-WSJ 1 NOTE: THE INDEX OF DRAWINGS FOUND ON THIS SHEET IS BEING PROVIDED BY THE ARCHITECT IN AN EFFORT TO ASSIST THE CONTRACTOR'S UNDERSTANDING OF THE SHEET REVISIONS THAT HAVE BEEN ISSUED UP TO THE ISSUANCE OF ASI-006.2-WSJ DATED 01/09/2025. THE ARCHITECT IS NOT RESPONSIBLE FOR INCONSISTENCES IN THE PROVIDED SCHEDULE WHICH THE CONTRACTOR MAY IDENTIFY AFTER ITS ISSUANCE. THE RESPONSIBILITY TO PRODUCE A CONFORMED SET FOR THE CONTRACTORS OWN USE IS THE RESPONSIBILITY OF THE CONTRACTOR USING THE PROVIDED BID DOCUMENTS, ADDENDA, AND SUPPLEMENTAL INSTRUCTIONS THAT HAVE BEEN FORMALLY ISSUED. MAINTAINING AS-BUILTS DRAWINGS IS THE RESPONSIBILITY OF THE CONTRACTOR. 1 2 2 2 01/09/26 01/09/26 01/09/26 01/09/26 01/09/26 01/09/26 01/09/26 01/09/26 01/09/26 01/09/26 01/09/26 01/09/26 01/09/26 01/09/26 01/09/26 01/09/26 01/09/26 01/09/26 01/09/26 01/09/26 01/09/26 01/09/26 01/09/26 01/09/26 01/09/26 01/09/26 01/09/26 01/09/26 01/09/26 01/09/26 01/09/26 01/09/26 01/09/26 12/15/25 12/15/25 12/15/25 12/15/25 12/15/25 12/15/25 12/15/25 12/15/25 12/15/25 12/15/25 12/15/25 12/15/25 12/15/25 12/15/25 12/15/25 12/15/25 12/15/25 12/15/25 100% CONSTRUCTION DOCUMENTS 100% CONSTRUCTION DOCUMENTS 8.8 7.9 8.2 8.4 7.9 8.3 7.8 7.3 6.9 7.1 6.6 18.2 7.6 6.9 7.1 6.3 6.6 6.9 8.2 7.1 9.2 7.7 10.8 7.1 7.0 10.5 11.3 11.2 11.5 8.7 9.5 11.3 11.5 11.9 11.9 11.5 10.5 10.4 11.3 12.1 12.0 11.7 10.0 10.2 11.5 11.811.8 12.3 10.6 12.2 12.4 11.1 9.2 8.8 7.4 7.9 7.6 8.8 8.6 7.2 7.5 6.7 7.0 8.6 6.9 7.2 7.4 7.9 9.3 9.3 11.0 12.1 12.0 10.8 8.0 9.1 10.3 11.8 12.1 9.9 8.7 9.2 9.5 12.0 12.5 12.4 10.5 9.5 9.5 9.5 11.2 12.5 12.5 12.4 11.0 10.3 12.6 12.8 12.8 12.4 12.9 13.4 13.3 8.9 8.9 8.9 9.9 10.8 13.8 9.5 13.1 13.4 14.5 14.3 14.4 12.4 12.6 11.8 12.5 10.7 10.2 13.2 13.9 11.0 11.2 14.0 10.4 11.4 11.9 12.3 14.9 10.0 10.9 12.9 13.0 10.2 9.8 10.0 10.9 10.2 9.6 10.0 10.2 9.7 9.9 9.6 9.8 9.8 9.3 9.6 9.5 9.3 9.5 9.2 8.6 8.9 8.9 9.3 9.3 9.6 10.1 10.5 11.2 19.9 17.3 18.4 18.2 15.5 16.1 16.2 15.7 15.5 13.1 10.7 12.6 10.3 12.0 10.3 9.8 11.2 9.8 9.8 10.5 10.8 10.2 9.7 6.8 9.4 9.9 8.6 8.2 7.0 4.7 7.5 7.5 7.8 8.0 8.3 8.5 8.3 8.4 7.8 8.2 7.0 6.9 6.4 5.7 6.1 6.2 1 7.4 8.0 7.8 7.5 7.7 7.6 7.3 5 6.9 6.9 6.8 6.9 8.3 8.2 8.2 8.2 8.6 8.7 8.9 8.8 8.2 8.3 8.3 8.3 6.8 6.8 6.9 7.1 7.8 7.8 8.0 8.2 8.5 8.4 8.6 8.6 8.8 8.8 8.8 8.3 9.5 9.3 9.4 9.5 10.0 9.9 9.7 9.7 8.1 8.3 7.4 7.4 7.5 7.6 7.6 7.7 7.9 7.9 8.0 8.1 8.2 8.2 8.3 8.5 8.4 8.5 8.7 8.8 8.8 8.8 8.7 8.6 8.5 8.5 8.6 8.5 8.5 8.3 8.2 8.1 8.0 7.9 7.9 7.6 7.5 7.3 7.2 7.1 7.0 7.3 3 7.6 7.5 7.2 7.5 7.3 7.3 7.1 7.2 7.0 7.3 7.2 7.3 7.1 7.2 7.2 7.8 7.3 7.7 7.5 8.1 8.4 8.7 9.3 9.2 9.0 8.4 8.2 8.1 7.3 7.3 7.3 8.2 8.1 7.6 7.8 7.9 7.7 7.6 7.7 7.6 7.3 7.8 8.0 7.9 7.6 7.5 PLANTER 7.19 7.3 6.8 7.4 7.2 7.2 7.0 7.5 8.2 8.2 8.0 7.7 7.8 8.2 8.3 8.7 8.6 7.8 8.0 8.7 8.8 8.4 8.5 9.0 9.0 9.5 9.2 9.4 8.9 9.3 9.1 9.3 9.5 9.2 9.1 9.1 8.9 8.4 8.3 7.8 7.9 8.1 PLANTER 8.29 8.2 8.7 PLANTER 8.44 9.1 9.2 8.0 7.8 7.7 7.6 7.8 8.1 8.1 7.6 8.1 8.1 8.6 8.5 8.9 8.9 9.2 9.3 9.4 9.6 9.5 9.4 9.8 9.8 9.6 9.6 9.7 9.7 9.8 9.8 10.0 10.0 9.9 9.9 9.9 9.9 9.8 9.9 9.7 9.7 9.6 9.7 9.5 9.4 9.5 9.5 9.5 9.6 9.7 9.8 9.7 9.7 9.5 9.5 9.3 9.2 8.8 8.8 8.6 8.6 8.2 8.3 7.7 7.6 7.7 7.6 7.7 7.9 8.0 8.0 8.1 8.2 8.3 8.3 8.5 8.6 8.6 8.7 8.8 8.8 9.0 9.0 9.3 9.1 8.9 8.9 8.9 8.9 9.2 9.3 9.3 9.5 9.4 9.4 9.2 9.1 8.9 9.1 9.3 9.0 9.2 9.3 9.1 9.6 8.9 8.8 8.7 8.8 8.6 8.6 8.6 8.6 8.3 8.0 8.2 7.9 7.1 6.5 6.9 7.5 7.3 7.4 7.3 7.4 7.4 7.8 7.8 8.0 8.4 7.5 8.3 7.4 7.4 9.1 8.9 8.9 8.9 9.2 9.1 8.9 8.9 8.8 8.7 8.7 8.6 8.8 8.6 8.5 8.5 8.4 8.3 8.1 8.1 8.2 8.0 7.6 7.4 7.4 7.2 7.5 7.7 7.9 7.9 8.0 7.9 8.1 8.2 8.3 8.4 8.4 8.6 8.8 8.9 8.9 8.8 10.1 10.2 10.1 10.1 9.8 9.9 9.8 9.8 9.6 9.6 9.6 9.5 9.7 9.7 9.4 9.7 10.3 9.7 9.2 9.8 9.5 9.6 9.4 9.2 9.1 8.8 8.6 8.4 8.0 8.3 7.8 7.6 8.0 8.0 8.0 8.3 8.3 8.5 8.6 8.7 8.7 8.8 9.0 8.5 8.3 8.3 8.5 8.4 7.9 6.9 7.6 7.2 7.1 7.4 7.9 8.1 8.5 8.8 9.3 9.6 9.4 9.8 9.3 8.6 10.2 9.8 9.8 10.0 10.1 10.3 10.5 10.0 10.0 9.8 9.9 10.1 10.1 9.8 9.7 9.6 9.6 9.7 9.8 9.7 9.8 9.5 9.4 9.5 9.4 9.3 9.2 10.0 10.0 10.0 10.0 10.1 10.2 10.2 10.3 10.3 10.4 10.3 10.3 10.1 10.1 10.1 10.0 10 2 9.5 9.8 10.4 10.3 10.5 10.5 10.6 10.7 10.0 9.9 10.4 10.4 10 4 10.5 9.9 9.9 10.5 10.5 10.0 10 5 9.9 10.0 10.0 9.9 9.8 10.0 10.0 10.0 9.9 9.9 9.8 9.7 9.5 9.5 9.4 9.6 9.5 9.6 9.7 9.6 9.5 9.7 9.5 9.7 9.8 10.1 10.1 10.1 9.9 10.3 10.3 10.5 10.6 10.5 10.4 10.4 10.3 10.3 10.1 10.2 10.6 10.5 10.4 10.7 10.4 10.4 10.5 10.5 10.4 10.3 10.3 10.2 10.2 10.2 10.2 10.1 10.1 10.2 10.2 10.2 10.1 10.0 10.1 10.2 10.8 10.8 10.7 10.5 10.5 10.5 10.5 10.9 10.9 10.9 10.9 10.4 10.5 11.0 10.9 11.0 10.6 10.5 10.4 10.4 10.5 10.6 10.6 10.3 10.6 10.6 9.8 9.7 10.1 10.0 10.4 11.2 11.0 10.8 10.7 10.5 10.4 10.5 10.8 10.3 10.1 10.3 9.8 10.2 10.9 11.1 11.5 11.8 11.1 11.5 10.9 11.2 11.2 10.8 11.1 10.9 11.1 11.1 11.4 11.1 11.2 11.2 11.1 11.1 11.1 11.1 10.9 11.0 10.9 10.9 10.9 11.1 11.1 11.0 11.0 10.7 10.8 10.9 10.9 10.9 10.8 10.9 10.8 10.4 10.2 10.8 10.8 10.0 10.0 10.1 10.1 10.2 10.2 10.2 10.3 10.4 10.4 10.4 10.5 10.4 10.3 10.4 10.4 10.4 10.3 10.4 10.4 10 6 10.6 9.9 9.9 10.0 9.9 9.9 10.6 10.7 9.0 10.9 11.0 10.8 10.8 10.6 10.5 10.8 10.5 10.6 10.8 10.8 10.7 10.6 10.4 10.1 10.1 10.0 9.8 10.2 10.0 10.3 10.2 10.1 10.2 10.2 10.2 10.3 10.4 10.5 10.5 10.6 10.6 10.6 10.7 10.6 10.6 10.8 10.6 10.6 10.5 10.5 10.6 10.7 10.4 11.5 10.6 11.1 11.0 10.3 10.5 10.5 9.4 10.2 10.1 10.1 8.4 9.3 9.6 9.3 8.9 11.1 11.0 10.7 10.2 10.9 11.1 10.4 10.3 10.8 10.4 11.3 10.9 10.7 10.2 10.1 10.6 11.0 11.1 11.0 10.9 10.7 11.2 10.6 10.4 9.6 11.1 11.0 11.4 12.1 12.7 12.7 12.8 14.3 12.2 12.9 12.9 12.5 12.1 11.8 12.1 11.3 11.2 11.7 11.5 11.5 11.5 11.5 11.3 11.5 12.1 10.3 11.2 12.5 11.9 12.9 12.7 9.5 9.3 9.0 9.0 8.9 9.4 10.8 10.8 8.7 8.7 10.3 10.2 11.4 11.3 9.5 12.8 13.9 13.3 13.3 13.5 13.2 13.7 13.1 12.8 12.9 12.7 12.3 12.2 12.5 12.7 12.6 12.8 12.8 13.2 9.6 9.5 10.3 13.0 12.9 12.0 12.0 12.3 12.6 12.2 11.4 12.0 12.0 11.7 11.2 10.8 11.2 10.4 10.6 10.0 10.0 9.6 9.6 9.1 9.3 9.3 8.8 8.6 7.8 8.0 8.7 12.7 9.1 9.0 8.7 8.8 8.4 8.2 8.6 7.7 8.3 8.5 8.0 8.4 9.1 9.5 9.3 9.1 9.7 9.6 9.6 9.3 9.3 9.2 9.1 8.99.09.09.2 9.1 9.6 9.4 9.5 9.2 9.4 9.6 9.5 9.7 9.7 9.8 9.7 9.8 9.7 9.6 9.6 9.4 9.4 9.4 9.8 10.0 9.8 9.6 10.2 10.4 10.7 11.2 11.7 12.0 11.9 11.3 11.3 10.9 10.6 10.0 10.3 10.5 10.3 10.6 10.0 9.4 9.0 9.8 9.6 9.5 7.3 7.0 7.3 7.3 7.2 9.8 10.0 10.0 10.7 9.7 9.8 4.9 10.9 11.2 11.4 11.5 11.4 11.6 11.5 11.3 10.8 10.6 10.1 10.6 11.4 12.5 12.4 12.7 12.5 11.4 11.2 11.5 11.7 12.5 12.8 12.6 12.9 12.8 12.3 12.3 12.5 12.6 12.1 14.4 12.2 12.5 12.4 12.7 12.7 12.7 12.5 12.5 12.5 12.3 12.3 12.2 14.8 12.9 13.2 12.9 14.0 14.615.6 12.9 11.7 14.2 13.6 13.8 13.6 13.7 14.0 13.7 13.5 13.9 14.0 14.1 13.9 13.7 BLDG 14.06 13.6 13.7 13.7 13.8 13.9 14.1 14.2 14.0 13.9 14.0 14.0 13.9 13.9 13.7 14.0 14.2 14.2 14.3 14.4 14.0 14.1 14.1 14.1 14.5 14.3 14.4 14.5 14.4 14.4 14.4 14.4 14.3 14.3 14.5 14.5 14.4 14.4 14.7 14.9 14.1 13.9 14.4 14.4 14.6 14.5 14.4 14.4 14.4 14.2 14.2 14.3 14.2 14.2 13.8 13.7 13.9 13.9 14.0 14.0 13.7 13.8 13.9 13.9 13.9 15.0 15.0 15.0 15.0 15.0 14.9 14.9 15.0 14.9 14.9 14.9 14.8 14.3 14.3 14.2 14.2 14.2 14.3 14.414.4 14.5 14.5 14.4 14.2 14.5 14.5 14.4 13.7 13.2 13.1 13.4 13.6 13.9 14.0 14.3 14.3 14.3 14.5 14.6 15.3 15.4 15.3 15.3 14.9 14.8 16.8 16.5 14.2 16.2 15.8 14.0 13.4 13.1 13.1 13.2 13.2 13.0 13.1 13.2 13.3 13.1 13.1 13.0 13.1 13.2 12.7 13.0 13.0 11.2 11.7 11.8 11.5 11.5 8.7 8.6 11.1 13.1 13.1 13.1 13.2 13.1 13.2 13.6 13.5 13.6 13.5 13.0 12.7 13.2 12.6 12.7 13.0 12.3 11.6 13.9 13.4 11.4 11.8 10.8 11.1 11.2 11.0 11.1 10.7 9.9 9.7 9.7 9.1 9.2 9.7 9.7 9.7 9.6 9.4 9.5 9.4 9.4 9.5 9.5 9.5 9.5 9.5 9.5 9.6 9.6 9.6 9.7 15.7 14.8 14.7 14.3 13.9 13.8 13.8 14.1 13.5 13.8 14.1 14.4 14.0 14.0 13.8 13.7 13.7 13.8 13.9 13.8 13.7 13.2 13.5 13.9 14.2 14.4 14.5 14.5 14.6 14.7 14.4 14.3 14.6 14.1 13.8 13.9 14.0 14.3 14.3 14.5 14.9 14.7 13.6 9.2 8.4 7.4 7.2 8.2 7.9 7.9 8.1 8.3 9.1 7.4 7.2 7.3 7.3 7.2 7.3 7.1 7.5 7.2 7.3 7.4 7.4 7.4 7.3 7.3 7.5 7.4 7.5 7.8 6 7.6 7.5 7.5 7.4 7.4 7.5 7.5 7.4 7.3 6.3 6.5 7.1 7.5 7.2 9.2 7.9 2 3 1 The Westin Resort 1" = 20' R.C.W. SCALE: CALC: R.C.W. / W.J. SURVEY: APPROVED: SHEET NO. 06 - 03 - 2025 DATE: 3530-AB-7 DWG No.: D.J.S. / R.C.W. DRAWN: Parcel No. 300 A Estate Chocolate Hole No. 11 Cruz Bay Quarter St. John, U.S. Virgin Islands of 3 1 PARTIAL TOPOGRAPHIC SURVEY OF WESTERN AREA & &Brian Moseley Associates,Inc. BM A U . S . V I R G I N I S L A N D S P R O F E S S I O N A L L A N D S U R V E Y O R 7 7 3 L S RYAN C. WISEHART C o r r e l a t e d w / A 9 - 6 9 3 - T 0 0 6 S W E N 6 - 12 - 2025: Add wall and gut detail REVISED : 6.3 8.8 7.9 7.9 8.3 6.9 7.1 6.6 18.2 7.6 6.9 7.1 6.3 6.6 6.9 8.2 7.1 9.2 7.7 10.8 7.1 7.0 10.5 11.3 11.2 11.5 8.7 9.5 11.3 11.5 11.9 11.9 11.5 10.5 10.4 11.3 12.1 12.0 11.7 10.0 10.2 11.5 11.811.8 12.3 10.6 12.2 12.4 11.1 9.2 8.8 7.4 7.9 7.6 8.8 8.6 7.2 7.5 6.7 7.0 8.6 6.9 7.2 7.4 7.9 9.3 9.3 11.0 12.1 12.0 10.8 8.0 9.1 10.3 11.8 12.1 9.9 8.7 9.5 12.0 12.5 12.4 10.5 12.5 12.5 12.4 8.6 8.9 8.9 7.0 4.7 7.5 7.5 7.8 8.0 8.3 8.5 8.3 8.4 7.8 8.2 7.0 6.9 6.4 5.7 6.1 6.2 4.6 5.2 4.9 5.2 4.4 4.0 4.0 3.6 3.4 3.5 4.0 3.2 3.1 4.3 3.0 6.3 4.4 6.9 10.4 10.8 12.3 12.4 11.1 9.1 5.4 4.7 8.7 10.8 12.4 12.3 10.5 8.9 5.0 11.4 12.3 8.6 10.6 12.2 9.6 5.3 11.1 12.0 9.3 12.1 12.0 10.4 7.5 11.1 12.0 8.0 4.2 3.7 4.0 2.9 3.2 4.2 5.1 5.3 5.3 5.6 3.4 3.6 5.4 5.7 5.0 4.4 3.8 4.2 5.6 3.5 4.1 7.0 7.0 7.1 7.7 6.8 6.9 7.1 7.1 7.1 7.2 7.1 7.1 6.9 6.8 6.6 6.7 6.5 7.0 7.0 9.8 6.5 6.6 6.5 6.7 6.5 6.4 6.7 6.9 6.9 7.4 7.2 7.4 8.0 7.8 7.5 7.7 7.6 7.3 7.5 6.9 6.9 6.8 6.9 8.3 8.2 8.2 8.2 8.6 8.7 8.9 8.8 8.2 8.3 8.3 8.3 6.8 6.8 6.9 7.1 7.8 7.8 8.0 8.2 8.5 8.4 8.6 8.6 8.8 8.8 8.8 8.3 9.5 9.3 9.4 9.5 10.0 9.9 9.7 9.7 8.1 8.3 7.4 7.4 7.5 7.6 7.6 7.7 7.9 7.9 8.0 8.1 8.2 8.2 8.3 8.5 8.4 8.5 8.7 8.8 8.8 8.8 8.7 8.6 8.5 8.5 8.6 8.5 8.5 8.3 8.2 8.1 8.0 7.9 7.9 7.6 7.5 7.3 7.2 7.1 7.0 7.7 7.5 7.4 7.3 7.3 7.3 7.5 7.6 7.4 7.6 8.0 8.1 7.6 7.3 7.5 7.7 7.9 7.9 6.9 8.0 7.4 7.5 7.5 7.5 7.7 7.8 7.8 7.8 7.7 7.6 7.5 7.6 7.4 6.9 7.6 8.0 7.8 7.3 7.6 7.8 7.6 7.6 7.3 7.5 7.6 7.6 7.9 7.7 7.8 7.5 7.3 7.4 7.3 7.3 7.5 7.5 7.6 7.5 7.2 7.5 7.3 7.3 7.1 7.2 7.0 7.3 7.2 7.3 7.1 7.2 7.2 7.8 7.3 7.7 7.5 8.1 8.4 8.7 9.3 9.2 9.0 8.4 8.2 8.1 7.3 7.3 7.3 8.2 8.1 7.6 7.8 7.9 7.7 7.5 7.6 7.6 7.7 7.6 7.3 7.8 8.0 7.9 7.6 7.5 PLANTER 7.19 7.3 6.8 7.4 7.2 7.2 7.0 7.5 8.2 8.2 8.0 7.7 7.8 8.2 8.3 8.7 8.6 7.8 8.0 8.7 8.8 8.4 8.5 9.0 9.0 9.5 9.2 9.4 8.9 9.3 9.1 9.3 9.5 9.2 9.1 9.1 8.9 8.4 8.3 7.8 7.9 8.1 PLANTER 8.29 8.2 8.7 PLANTER 8.44 9.1 9.2 8.0 7.8 7.7 7.6 7.5 7.6 7.8 8.1 8.1 7.7 7.6 8.1 8.1 8.6 8.5 8.9 8.9 9.2 9.3 9.4 9.6 9.5 9.4 9.8 9.8 9.6 9.6 9.7 9.7 9.8 9.8 10.0 10.0 9.9 9.9 9.9 9.9 9.8 9.9 9.7 9.7 9.6 9.7 9.5 9.4 9.5 9.5 9.5 9.6 9.7 9.8 9.7 9.7 9.5 9.5 9.3 9.2 8.8 8.8 8.6 8.6 8.2 8.3 7.7 7.6 7.7 7.6 7.7 7.9 8.0 8.0 8.1 8.2 8.3 8.3 8.5 8.6 8.6 8.7 8.8 8.8 9.0 9.0 9.3 9.1 8.9 8.9 8.9 8.9 9.2 9.3 9.3 9.5 9.4 9.4 9.2 9.1 8.9 9.1 9.3 9.0 9.2 9.3 9.1 9.6 8.9 8.8 8.7 8.8 8.6 8.6 8.6 8.6 8.3 8.0 8.2 7.9 7.1 6.5 6.9 7.5 7.3 7.4 7.3 7.4 7.4 7.8 7.8 8.0 8.4 7.5 8.3 7.4 7.4 9.1 8.9 8.9 8.9 9.2 9.1 8.9 8.9 8.8 8.7 8.7 8.6 8.8 8.6 8.5 8.5 8.4 8.3 8.1 8.1 8.2 8.0 7.6 7.4 7.4 7.2 7.5 7.7 7.9 7.9 8.0 7.9 8.1 8.2 8.3 8.4 8.4 8.6 8.8 8.9 8.9 8.8 10.1 10.2 10.1 10.1 9.8 9.9 9.8 9.8 9.6 9.6 9.6 9.5 9.7 9.7 9.4 9.7 10.3 9.7 9.2 9.8 9.5 9.6 9.4 9.2 9.1 8.8 8.6 8.4 8.0 8.3 7.9 7.8 8.1 7.8 7.9 7.9 7.7 7.3 7.4 7.4 7.3 7.8 7.6 8.0 8.0 8.0 8.3 8.3 8.5 8.6 8.7 8.7 8.8 9.0 8.5 8.3 8.3 8.5 8.4 7.9 6.9 7.6 7.2 7.1 7.4 7.9 8.1 8.5 8.8 9.3 9.6 9.4 9.8 9.4 9.3 8.6 10.2 9.8 9.8 10.0 10.1 10.3 10.5 10.0 10.0 9.8 9.9 10.1 10.1 9.8 9.7 9.5 9.5 9.3 9.1 9.0 9.1 9.1 9.2 9.2 9.0 8.9 9.0 9.2 9.6 9.6 9.7 9.8 9.7 9.8 9.5 9.4 9.5 9.4 9.3 9.2 10.0 10.0 10.0 10.0 10.1 10.2 10.2 10.3 10.3 10.4 10.3 10.3 10.1 10.1 10.1 10.0 9.8 9.7 9.4 9.4 9.2 9.3 9.6 9.6 9.8 9.8 9.3 9.7 9.6 9.5 9.6 9.7 9.8 9.8 9.8 9.3 9.4 9.9 10.0 10.1 10.2 9.5 9.8 10.4 10.3 10.5 10.5 10.6 10.7 10.0 9.9 10.4 10.4 10.4 10.5 9.9 9.9 10.5 10.5 10.6 10.7 10.6 10.6 10.1 9.9 10.6 10.4 9.99.9 10.0 9.9 10.4 10.3 10.3 10.1 10.1 9.6 9.6 9.6 9.5 9.4 10.1 10.3 10.2 10.1 10.1 10.3 10.4 10.4 10.3 10.6 10.4 10.5 10.3 11.0 10.0 10.5 9.9 10.2 10.0 10.5 10.0 10.2 10.1 9.8 10.0 10.5 10.6 10.2 10.1 10.0 9.9 9.8 10.0 10.0 10.0 9.9 9.9 9.8 9.7 9.5 9.5 9.4 9.6 9.5 9.6 9.7 9.6 9.5 9.7 9.5 9.7 9.8 10.1 10.1 10.1 9.9 10.3 10.3 10.5 10.6 10.5 10.4 10.4 10.3 10.3 10.1 10.2 10.6 10.5 10.4 10.7 10.4 10.4 10.5 10.5 10.4 10.3 10.3 10.2 10.2 10.2 10.2 10.1 10.1 10.2 10.2 10.2 10.1 10.0 10.1 10.2 10.8 10.8 10.7 10.5 10.5 10.5 10.5 10.9 10.9 10.9 10.9 10.4 10.5 11.0 10.9 11.0 10.6 10.5 10.4 10.4 10.5 10.6 10.6 10.3 10.6 10.6 9.8 9.7 10.1 10.0 10.4 11.2 11.0 10.8 10.7 10.5 10.4 10.5 10.8 10.3 10.1 10.3 9.8 10.2 10.3 10.9 11.1 11.5 11.8 11.1 11.5 11.0 10.7 10.6 10.9 11.2 11.2 10.8 11.1 10.9 11.1 11.1 11.4 11.1 11.2 11.2 11.1 11.1 11.1 11.1 10.9 11.0 10.9 10.9 10.9 11.1 11.1 11.0 11.0 10.7 10.8 10.9 10.9 10.9 10.8 10.9 10.8 10.4 10.2 10.8 10.8 10.0 10.0 10.1 10.1 10.2 10.2 10.2 10.3 10.4 10.4 10.4 10.5 10.4 10.3 10.4 10.4 10.4 10.3 10.4 10.4 10.6 10.6 10.6 10.5 10.8 10.8 11.3 10.9 9.9 9.9 10.0 9.9 9.9 10.6 10.7 9.0 10.9 11.0 10.8 10.8 10.6 10.5 10.8 10.5 10.6 10.8 10.8 10.7 10.6 10.4 10.1 10.1 10.0 9.8 10.2 10.0 10.3 10.2 10.1 10.2 10.2 10.2 10.3 10.4 10.5 10.5 10.6 10.6 10.6 10.7 10.6 10.6 10.8 10.6 10.6 10.5 10.5 10.6 10.7 10.4 11.5 10.6 11.1 11.0 10.3 10.5 10.5 9.4 10.2 10.1 10.1 8.4 9.3 9.6 9.3 8.9 11.1 11.0 10.7 10.2 10.9 11.1 10.4 10.3 10.8 10.4 11.3 10.9 10.7 10.2 10.1 10.6 11.0 11.1 11.0 10.9 10.7 11.2 10.6 10.4 9.6 11.1 11.0 11.4 12.1 12.5 12.1 11.8 12.1 11.3 11.2 11.7 11.5 11.5 11.5 11.5 11.3 11.5 12.1 10.3 11.2 12.5 9.5 9.3 9.0 9.0 8.9 9.4 10.8 10.8 8.7 8.7 10.3 10.2 9.5 12.3 12.2 12.0 12.0 12.3 12.6 12.2 11.4 12.0 12.0 11.7 11.2 10.8 11.2 10.4 10.6 10.0 10.0 9.6 9.6 9.1 9.3 9.3 8.8 8.6 7.8 8.0 8.7 12.7 9.1 9.0 8.7 8.8 8.4 8.2 8.6 7.7 8.3 8.5 8.0 8.4 9.1 9.5 9.3 9.1 9.7 9.6 9.6 9.3 9.3 9.2 9.1 8.99.09.09.2 9.1 9.6 9.4 9.5 9.2 9.4 9.6 9.5 9.7 9.7 9.8 9.7 9.8 9.7 9.6 9.6 9.4 9.4 9.4 9.8 10.0 9.8 9.6 10.2 10.4 10.7 11.2 11.7 12.0 11.9 11.3 11.3 10.9 10.6 10.0 10.3 10.5 10.3 10.6 10.0 9.4 9.0 9.8 9.6 9.5 7.3 7.0 7.3 7.3 7.2 9.8 10.0 10.0 10.7 9.7 9.8 4.9 10.9 11.2 11.4 11.5 11.4 11.6 11.5 11.3 10.8 10.6 10.1 10.6 11.4 12.5 12.4 12.7 12.5 11.4 11.2 11.5 11.7 12.5 12.8 1 1 12.3 12.5 12.6 12.1 14.4 12.2 12.5 12.4 12.7 12.7 12.7 12.5 12.5 12.5 12.3 12.3 12.2 14.8 1 13.2 12.9 14.0 12.9 11.7 11.6 13.9 13.4 11.4 11.8 10.8 11.1 11.2 11.0 11.1 10.7 9.9 9.7 9.7 9.1 9.2 9.7 9.7 9.7 9.6 9.4 9.5 9.4 9.4 9.5 9.5 9.5 9.5 9.5 9.5 9.6 9.6 9.6 9.7 9.2 8.4 7.4 7.2 8.2 7.9 7.9 8.1 8.3 9.1 7.4 7.2 7.3 7.3 7.2 7.3 7.1 7.6 7.6 7.5 7.4 7.2 7.3 7.4 7.4 7.4 7.3 7.3 7.5 7.4 7.5 7.6 7.7 7.6 7.7 7.8 7.7 7.5 7.7 8.4 7.8 7.8 7.7 7.7 7.7 7.8 7.7 7.6 7.6 7.6 7.5 7.5 7.4 7.4 7.5 7.5 7.4 7.8 7.9 8.2 8.2 8.1 9.4 7.1 6.8 6.8 6.8 6.8 6.8 6.7 6.6 6.3 6.2 6.0 5.8 6.0 6.5 6.8 7.1 7.1 7.2 6.6 6.4 6.4 6.3 6.3 6.3 6.2 6.2 6.5 6.6 6.6 6.8 7.2 7.4 6.8 6.9 7.1 7.0 7.2 8.0 FFE 8.13 5.9 6.1 6.1 6.4 7.0 10.5 9.0 7.1 9.3 9.5 10.5 8.8 8.1 10.0 7.0 11.0 10.1 7.5 10.9 10.2 11.1 11.4 9.2 11.6 11.3 9.4 7.8 7.3 6.3 6.5 7.1 7.5 7.2 9.2 9.3 9.1 3.9 5.8 5.3 5.4 6.4 8.5 7.0 5.2 5.7 5.2 5.1 6.4 5.0 5.3 6.0 8.5 6.9 5.3 5.9 8.1 6.4 9.8 7.4 9.8 9.0 12.5 7.3 11.2 8.0 3.5 11.9 6.0 5.5 13.1 10.4 7.5 7.2 4.1 4.0 3.7 8.1 4.4 2.7 8.6 7.9 8.0 7.1 7.2 7.1 7.0 8.0 FFE 8.86 8.0 7.8 7.1 10.2 9.0 6.2 7.9 7.2 7.0 6.6 7.2 6.6 6.6 6.7 7.3 6.4 6.2 5.8 5.9 7.2 7.1 BLDG.EC 8.22 6.6 6.6 6.8 7.0 7.0 7.0 6.6 8.0 6.5 6.8 7.1 7.1 6.7 6.9 7.1 7.3 FOUND FOUND 1.8' S.E. 2 3 1 The Westin Resort 1" = 20' R.C.W. SCALE: CALC: R.C.W. / W.J. SURVEY: APPROVED: SHEET NO. 06 - 03 - 2025 DATE: 3530-AB-7 DWG No.: D.J.S. / R.C.W. DRAWN: Parcel No. 300 A Estate Chocolate Hole No. 11 Cruz Bay Quarter St. John, U.S. Virgin Islands of 3 2 & &Brian Moseley Associates,Inc. BM A U . S . V I R G I N I S L A N D S P R O F E S S I O N A L L A N D S U R V E Y O R 7 7 3 L S RYAN C. WISEHART PARTIAL TOPOGRAPHIC SURVEY OF WESTERN AREA C o r r e l a t e d w / A 9 - 6 9 3 - T 0 0 6 S W E N 6 - 12 - 2025: Add wall and gut detail REVISED : 3.1 4.3 4.4 6.9 10.4 10.8 12.3 12.4 11.1 9.1 7.2 7.3 7.2 7.3 7.1 7.2 7.2 7.8 7.3 7.7 7.5 8.1 8.4 8.4 8.2 8.1 7.3 7.3 7.3 7.4 7.2 7.2 7.0 7.5 7.8 8.0 8.8 8.4 9 8.9 8 8.3 8.3 8.5 8.4 7.9 6.9 7.6 7.2 7.1 7.4 7.9 8.1 8.4 7.4 7.2 7.9 7.9 8.1 8.3 9.1 7.4 7.2 7.2 7.3 7.4 7.4 7.4 7.3 7.3 7.5 7.4 7.5 7.6 7.7 7.6 7.7 7.8 7.7 7.7 7.7 7.6 7.6 7.6 7.5 7.4 7.4 7.5 7.5 7.4 6.7 6.6 6.3 6.2 6.0 5.8 6.0 6.5 6.8 7.1 7.6 7.4 7.5 7.3 7.2 7.1 6.8 6.4 6.8 7.1 7.1 7.3 7.1 7.3 7.2 7.3 7.4 7.6 7.7 7.5 7.6 6.5 6.5 6.5 7.6 7.4 7.5 7.2 7.2 7.2 7.0 6.9 6.4 6.5 6.7 6.8 7.0 6.8 6.8 7.1 8.4 7.6 7.5 7.5 7.7 7.5 7.4 7.5 7.4 7.4 7.5 7.3 7.3 7.4 7.5 7.4 7.5 7.5 7.5 7.4 7.7 7.7 7.6 7.2 6.6 6.4 6.4 6.3 6.3 6.3 6.2 6.2 6.5 6.6 6.6 6.8 7.2 7.4 FFE 8.13 7.6 8.4 8.2 8.1 8.7 6.9 6.7 5.8 6.1 6.3 7.0 6.2 6.2 8.1 6.2 7.6 5.9 6.1 6.1 6.4 7.0 10.5 9.0 7.1 9.3 9.5 10.5 8.8 8.1 10.0 7.0 11.0 10.1 7.5 10.9 10.2 11.1 11.4 9.2 11.6 11.3 7.8 7.2 4.1 4.0 3.7 8.1 4.4 11.1 10.0 2.7 6.0 8.6 11.7 12.7 9.1 8.0 FFE 8.86 8.0 7.8 7.1 10.2 9.0 6.2 7.9 7.2 7.0 6.6 7.2 6.6 6.6 6.7 7.3 6.4 6.2 5.8 5.9 7.2 7.1 BLDG.EC 8.22 6.6 6.6 6.8 7.0 7.0 7.0 6.6 8.0 6.5 6.8 7.1 7.1 6.7 6.9 7.1 7.3 5.5 0.6 3.1 3.0 0.6 3.6 1.2 4.2 1.7 3.5 4.4 2.6 2.6 2.6 1.7 0.5 0.9 0.9 0.8 1 0 0.7 0.8 0.7 0.8 1.1 1.4 2.3 2.2 1.6 3.7 14.3 4.4 0.7 11.5 5.6 2.1 7.4 2.5 GREAT CRUZ BAY 2 3 1 The Westin Resort 1" = 20' R.C.W. SCALE: CALC: R.C.W. / W.J. SURVEY: APPROVED: SHEET NO. 06 - 03 - 2025 DATE: 3530-AB-7 DWG No.: D.J.S. / R.C.W. DRAWN: Parcel No. 300 A Estate Chocolate Hole No. 11 Cruz Bay Quarter St. John, U.S. Virgin Islands of 3 3 & &Brian Moseley Associates,Inc. BM A U . S . V I R G I N I S L A N D S P R O F E S S I O N A L L A N D S U R V E Y O R 7 7 3 L S RYAN C. WISEHART PARTIAL TOPOGRAPHIC SURVEY OF WESTERN AREA C o r r e l a t e d w / A 9 - 6 9 3 - T 0 0 6 S W E N 6 - 12 - 2025: Add wall and gut detail REVISED : APPROX. EXISTING RETAINING WALL & CHAIN LINK FENCE APPROXIMATE EDGE OF EXISTING TREE CANOPY APPROXIMATE EDGE OF TREE CANOPY APPROX. EDGE OF MAIN LOBBY BUILDINGS F.F. ELEVATION - +14.8' APPROX. EXISTING RETAINING WALL & CHAIN LINK FENCE APPROX. LOCATION OF EXISTING 6" INTAKE AND DISCHARGE LINES FROM (EXACT LOCATION TO BE CONFIRMED BASED ON NEW AS-BUILT DRAWINGS) EXISTING MANHOLE APPROX. EXISTING STORAGE CONTAINERS TO BE RELOCATED (DASHED BLUE) EXISTING TANK ENCLOSURE WITH CONCRETE SLAB APPROX. EXISTING STORAGE CONTAINERS TO BE RELOCATED (DASHED BLUE) APPROX. EXISTING COVERED ALUMINUM PARKING CANOPY TO BE REPAIRED (DASHED BLUE) APPROX. TOP OF BANK. (DASHED ORANGE), SEE NEW WORK PLAN FOR SETBACK TO THE CENTER OF GUT. ROOF OVERHANG OF MAIN LOBBY BUILDINGS RELOCATE EXISTING CAMERA POLE AND BOLLARDS APPROX. PROPERTY LINE EXISTING 18" FLAMBOYANT TREE TO BE REMOVED (PROVIDE NEW REPLACEMENT NATIVE TREES PER NEW WORK PLANS) EXISTING LANDSCAPE BUFFER / SCREEN KEEP (9) EXISTING GREGRE TREES, PROTECT DURING CONSTRUCTION PER STABILIS SURVEY 6" WATER LINE (LIKELY THE RO INTAKE LINE) 2' BELOW SURFACE PER STABILIS & GPR SURVEY (3) UNKNOWN UTILITY LINES. COULD NOT FIND VIA GPR. EXCAVATED 3' (DASHED ORANGE) LOBBY FITNESS CENTER / SALES OFFICES SALES GALLERY SALES GALLERY BACK OF HOUSE MANGO DELI EXISTING GREEN SPACE EXISTING GREEN SPACE EXISTING SERVICE AREA - CONCRETE PAVING EXTG LIGHT POLE EXTG. LIGHT POLES ON CONCRETE PEDESTALS TO REMAIN EDGE OF FOOTING @ RETAINING WALL, 24" OFF FACE OF WALL (IN GREEN) 6'W X 5'T CULVERT 6'W X 5'T CULVERT EXISTING STEEL FOOTING APPROX. EXISTING 8" CONDENSATE LINE ALONG TOP OF RETAINING WALL (IN PURPLE) EXISTING WELL, VERIFY LOCATION EXISTING (2) LARGE 24" GREGRE TREES TO REMAIN. PROTECT DURING CONSTRUCTION APPROX. EDGE OF TREE CANOPY 15'-0" EXTG LIGHT POLE 8" PVC PIPE TRANSITION BELOW GRADE (VERIFY) CENTERLINE OF "GUT" TOP OF BANK CENTERLINE OF "GUT" EXISTING DAMAGED TREE TO BE REMOVED 36" GREGRE (EXISTING) 24" GREGRE (EXISTING) 30" GREGRE (EXISTING) 30" GREGRE (EXISTING) 24" GREGRE (EXISTING) FICUS 30" ANDIRA INERMIS (EXISTING) POTENTIAL GAS LINE (DASHED BLUE), VIF - NOT VISIBLE ON GPR - EXCAVATION REQ'D. GREGRE 18" GREGRE 18" GREGRE 18" GREGRE 10" GREGRE 8" GREGRE 8" GREGRE 10" GREGRE 8" GREGRE 18" EXISTING TREES TO REMAIN (TYPICAL) EXISTING WOOD FRAMED CHEMICAL STORAGE BUILDING TO BE DEMOLISHED EXISTING LIGHT POLES TO REMAIN (TYPICAL) OUTLINE OF PROPOSED NEW RO PLANT & CISTERNS - ~6,535 SF - SEE NEW WORK PLANS (PER GPR - VOJ) +/- 25'-0" (PER GPR - VOJ) +/- 41'-0" PER GPR SURVEY (3) UNKNOWN UTILITY LINES. FOUND VIA GPR. (DASHED ORANGE) 10'-0" 101'-0" 65'-1" 8'-10" 6'-2" 64'-8" 10'-0" OUTLINE OF PROPOSED AREA OF INVESTIGATION FOR EXACT LOCATION OF EXISTING UTILITY LINES THAT DO NOT SHOW ON THE SURVEY (AREA IN YELLOW - APPROX. 13,700 SF NEW TEST PILE STRUCTURE (FINAL LOCATION TBD) The drawings, specifications and other documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project and, unless otherwise provided, the architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including reproducible copies, of the Architect's drawings, specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect’s drawings, specifications or other documents shall not be used by the Owner or others on other projects, for additions to this project or for completion of this project by others, unless the Architect is adjudged to be in default under this agreement, except by agreement in writing and with appropriate compensation to the Architect. Project Number: Date: Project Architect: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES 11/11/2025 8:19:14 AM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/24032_Westin St John_CAPEX Projects_r24.rvt NOVEMBER 14, 2025 JMH SITE PLAN DEMOLITION D1.0 100% CONSTRUCTION DOCUMENTS 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT N 1" = 20'-0" 1DEMO PLAN - SITE PLAN TRUE PROJECT N 1 TREE LINE xxx SWRO BLDG FF=14.60 EX 12" STORM SEWER EX 12" STORM SEWER TP 8.10 TP 9.50 TP 8.80 TP 9.20 TP 8.00 TP 8.40 TP 8.70 TP 9.30 TP 9.60 TP 9.60 TP 9.60 TP 9.40 TP 9.80 TG 7.30 TP 11.00 TP 14.60 TP 14.60 TP 14.40 TP 10.00 TP 9.80 TP 10.30 TP 11.50 TP 11.70 TP 11.80 TP 12.60 TP 13.00 TP 13.10 TP 14.60 TP 14.40 TP 14.60 TP 12.50 TP 13.50 TP 12.50 TP 14.40 TP 13.15 TP 13.35 TRENCH EX TANK ENCLOSURE TG 9.70 EX CARPORT TO REMAIN 8" WATER INTAKE LINE (SEE TSG PLANS FOR CONTINUATION) REROUTED 8" HDPE INTAKE LINE (TO BE MOUNTED ON EXISTING RETAINING WALL. SEE STRUCTURAL DRAWINGS FOR DETAILS) TP 13.00 TP 13.00 14 14 13 12 11 10 13 12 10 12 11 9 8 TP 12.20 TP 13.20 PROPOSED CONTOUR AND ELEVATION (TYP.) 20.0' 36.3' 10.0' 18.0' EXISTING 8" INTAKE LINE TO BE ABANDONED IN PLACE CISTERN FF=9.60 8" DISCHARGE LINE (SEE TSG PLANS FOR CONTINUATION) PROPOSED EDGE OF PAVEMENT (TYP) CISTERN FF=9.60 RELOCATION OF 8" HDPE INTAKE LINE TP 14.00 TP 14.40 TP 13.50 TP 10.90 TP 9.60 TP 10.00 TP 10.20 TP 10.00 TP 10.00 TP 10.60 TP 12.00 TP 11.50 TP 11.00 13 12 11 RELOCATION OF GAS LINE EXISTING GAS LINE TO BE ABANDONED IN PLACE TP 8.70 10 FILTER FABRIC BARRIER FILTER FABRIC BARRIER LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE FILTER FABRIC BARRIER 6" FIRE LINE (SEE FIRE PROTECTION DWGS. FOR DETAILS) 6" TRANSFER LINE (SEE TSG DWGS. FOR DETAILS) INTAKE SLAB FF=5.50 TC 8.40 TC 8.50 SEE ARCHITECTURAL DRAWINGS FOR DETAILS The drawings, specifications and other documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project and, unless otherwise provided, the architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including reproducible copies, of the Architect's drawings, specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect ’s drawings, specifications or other documents shall not be used by the Owner or others on other projects, for additions to this project or for completion of this project by others, unless the Architect is adjudged to be in default under this agreement, except by agreement in writing and with appropriate compensation to the Architect. Project Number: Date: Project Architect: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES 6/6/2025 9:25:45 AM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/24032_Westin St John_CAPEX Projects_r24.rvt OCTOBER 17, 2025 JMH C1-02 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT N 1" = 10'-0" 1 PROPOSED GRADING PLAN - NEW SWRO PLANT PARKING LOT TRUE PROJECT N GRADING PLAN - SWRO PLANT PARKING LOT N 1" = 5'-0" 2PROPOSED GRADING PLAN - NEW INTAKE PUMP BLDG TRUE PROJECT N 100% PERMIT SET U S . S D . N V A I L R S G I I N BRADLEY CARVILLE 0-67914-1B D E E N R G E I T N S I E G E E R R 11/14/2025 Date: NOVEMBER 14, 2025 6/6/2025 9:25:45 AM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/24032_Westin St John_CAPEX Projects_r24.rvt OCTOBER 17, 2025 JMH C1-03 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT SECTIONS AND DETAILS - SWRO PLANT PARKING LOT 1'-0" 6" 3'-0" I.D. BACKFILL WITH IN-SITU MATERIAL COMPACTED TO 90% OF STANDARD PROCTOR DENSITY BACKFILL WITH IN-SITU MATERIAL COMPACTED TO 95% OF STANDARD PROCTOR DENSITY 8" ~ ~ ROADWAY NON-ROADWAY PAVEMENT AND SUBGRADE SCALE: NOT TO SCALE 3INTAKE PIPE TRENCH DETAIL COMPACTED CRUSHED STONE (AGGREGATE GRADE 4 PER NCTCOG - LESS THAN 1") The drawings, specifications and other documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project and, unless otherwise provided, the architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including reproducible copies, of the Architect's drawings, specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect ’s drawings, specifications or other documents shall not be used by the Owner or others on other projects, for additions to this project or for completion of this project by others, unless the Architect is adjudged to be in default under this agreement, except by agreement in writing and with appropriate compensation to the Architect. Project Number: Date: Project Architect: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES SCALE: NOT TO SCALE 1 GRAVEL PAVEMENT TYPICAL SECTION 8" AGGREGATE BASE COMPACTED SUBGRADE SCALE: NOT TO SCALE 2CONCRETE PAVEMENT TYPICAL SECTION VARIES PER PLAN LONGITUDINAL CONTRACTION JOINT (SAWED) MAX. 15' O/C 7" PORTLAND CEMENT CONCRETE COMPACTED SUBGRADE #5 BARS AT 12" OC (EACH WAY) VARIES PER PLAN GENERAL NOTES: 1. AGGREGATE SHALL BE SIZED PER AASHTO M147 OR ASTM D2940 AND COMPACTED TO 95% MAXIMUM DRY DENSITY. 2. SUBGRADE SHALL BE SCARIFIED AND COMPACTED TO 98% STANDARD PROCTOR DENSITY (-1% - +2%). 3. SUBGRADE SHALL BE PROOF ROLLED AND SOFT AREAS REPLACED PRIOR TO PLACING PAVEMENT SECTION. GENERAL NOTES: 1. CONCRETE SHALL BE 4000 PSI WITH 5% ENTRAINED AIR (+/-1%). 2. SUBGRADE SHALL BE SCARIFIED AND COMPACTED TO 98% STANDARD PROCTOR DENSITY (-1% - +2%). 3. SUBGRADE SHALL BE PROOF ROLLED AND SOFT AREAS REPLACED PRIOR TO PLACING PAVEMENT SECTION. 100% PERMIT SET NOTES: 1. SECURELY FASTEN MESH FENCING TO POSTS WITH STAPLES OR TIE WIRES. 2. SECURELY FASTEN FILTER FABRIC TO MESH FENCING. 3. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER, OVERLAP 6 INCHES AT A POST, FOLD TOGETHER, AND ATTACH TO A POST. 4. REMOVE SEDIMENT DEPOSITS WHEN SILT REACHES ONE-THIRD OF THE HEIGHT OF THE FENCE IN DEPTH. (SEE NOTE) 1. SET POSTS AT REQUIRED SPACING 2. EXCAVATE A 6"x6" TRENCH UPSLOPE ALONG THE LINE OF POSTS AND SECURE WIRE FENCE TO POSTS. FLOW 3. ATTACH FILTER FABRIC TO POSTS AND EXTEND IT INTO THE TRENCH. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW 18" MIN. 36" MAX. 12" MIN. 6" 6" 12" MIN. 6" 6" EXTENSION OF FABRIC INTO TRENCH ALTERNATE V-TRENCH EXTENSION OF FABRIC INTO TRENCH 4" MIN. 6' MAX. FLOW FLOW FLOW SCALE: NOT TO SCALE 4FILTER FABRIC BARRIER DETAIL PER STRUCTURAL PLANS CONCRETE (3,000 PSI) GRADE RINGS AS REQUIRED (MAX. 4) CAST IRON FRAME AND COVER CISTERN ROOF SLAB 3'-434" 2'-6" 412" 2'-8316" 112" 1'-11" 212" 2'-778" 112" SCALE: NONE FRAME AND COVER PLAN VIEW SCALE: NONE COVER SECTION A-A SCALE: NONE FRAME SECTION A-A SCALE: NONE ACCESS MAN HOLE CISTERN ROOF SLAB 35"Ø CONCENTRIC OPENING 134"Ø HOLE THRU (DRILLED) 2" LETTERS (RECESSED FLUSH) (2) CLOSED PICK HOLES NOTES: 1. JOINT SEALANT: RAM-NEK GASKET MATERIAL 2. FRAME AND COVER SHALL BE EAST JORDAN IRON WORKS MODEL V-1420 OR APPROVED EQUAL. 3. SHOP DRAWINGS WITH MANUFACTURER'S CERTIFICATION SHALL BE SUBMITTED FOR ENGINEER'S APPROVAL. SCALE: NOT TO SCALE 5CISTERN ACCESS MAN HOLE DETAILS U S . S D . N V A I L R S G I I N BRADLEY CARVILLE 0-67914-1B D E E N R G E I T N S I E G E E R R 11/14/2025 Date: NOVEMBER 14, 2025 BAY VISTA VILLA BUILDINGS 24-27 CORAL VISTA VILLA BUILDINGS 21-23 21 22 23 27 26 25 24 LEMONGRASS RESTAURANT & BAR SEE A2.0 MARINA LOBBY BUILDING SNORKEL'S BAR & GRILLE; SEE G0.10, A2.10, & A4.10 MAIN POOL; SEE G0.10, A2.10, & A4.10 16 15 14 12 11 10 SUNSET BAY VILLA BUILDINGS 10-16 NEW SWRO (SEA WATER REVERSE OSMOSIS) PLANT & CISTERN; SEE A1.01 & A2.00 HR DEPARTMENT / ADMIN. BUILDING ENVELOPE RENOVATION; SEE A2.01, A2.02, & M2.02 TENNIS COURTS WWTP (WASTE WATER TREATMENT PLANT) STRUCTURAL REMEDIATION; SEE A4.01 & STRUCTURAL SKETCHES VIRGIN GRAND VILLA BUILDINGS 31-34 WITH (2) POOLS 34 33 31 32 VIRGIN GRAND VILLA BUILDINGS 41-44 EACH WITH PRIVATE POOLS 41 42 43 44 TAXI COURT DOCK 0' 35'-0" 70'-0" 140'-0" SCALE: 1" = 70'-0" SWITCHGEAR UPGRADE; SEE ELECTRICAL SCOPE REPORT EXISTING RO PLANT DEMOLITION / DECOMMISSIONING NEW SWRO (SEA WATER REVERSE OSMOSIS) INTAKE PUMP BUILDING; SEE A1.03 GAZEBO The drawings, specifications and other documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project and, unless otherwise provided, the architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including reproducible copies, of the Architect's drawings, specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect’s drawings, specifications or other documents shall not be used by the Owner or others on other projects, for additions to this project or for completion of this project by others, unless the Architect is adjudged to be in default under this agreement, except by agreement in writing and with appropriate compensation to the Architect. Project Number: Date: Project Architect: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES 11/11/2025 8:19:19 AM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/24032_Westin St John_CAPEX Projects_r24.rvt NOVEMBER 14, 2025 JMH ARCHITECTURAL SITE PLAN - ALL PROJECTS A1.00 100% CONSTRUCTION DOCUMENTS 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT N 1 : 840 1OVERALL SITE PLAN 1" = 70'-0" PROPOSED SWRO BUILDING (35'-0" W x 99'-8" L x 12'-0" H INTERIOR [3,488 SF]) APPROX. EDGE OF MAIN LOBBY BUILDINGS F.F. ELEVATION - +14.8' APPROX. EXISTING RETAINING WALL & CHAIN LINK FENCE EXISTING MANHOLE APPROX. 30'-0' SETBACK LINE FROM CENTERLINE OF "GUT" (DASHED BLUE) ROOF OVERHANG OF MAIN LOBBY BUILDINGS RELOCATE EXISTING CAMERA POLE AND BOLLARDS APPROX. PROPERTY LINE MODIFY/ADD EXISTING LANDSCAPE BUFFER / SCREEN (ADD. ALTERNATE 2) ACCESS SPACE FOR RO TRAINS ROUGH ROUTE OF TRANSFER PIPING TO EXISTING CISTERN UNDER BALLROOM. RE: PLUMBING / CIVIL DRAWINGS LOBBY FITNESS CENTER / SALES OFFICES SALES GALLERY SALES GALLERY BACK OF HOUSE MANGO DELI EXISTING GREEN SPACE 10' DEEP CONCRETE PADS AT ENTRY POINTS. RE: STRUCTURAL DRAWINGS EXISTING SERVICE AREA - CONCRETE PAVING EXISTING WELL TO CONNECT TO RO PLANT, VERIFY LOCATION TANKS APPROX. LOCATION OF EXISTING 8" CONDENSATE LINE ALONG TOP OF RETAINING WALL (IN PURPLE) APPROX. LOCATION OF EXISTING 6" INTAKE LINES (EXACT LOCATION TO BE CONFIRMED BASED ON NEW AS-BUILT DRAWINGS) EDGE OF FOOTING @ RETAINING WALL, 24" OFF FACE OF WALL (IN GREEN) EXISTING PARKING CANOPY TO REMAIN - ROOF TO BE REPAIRED (6) NEW NATIVE TREES IN BUFFER AREA (ADD. ALTERNATE 2) EXISTING GUEST PARKING LOT (CONCRETE PAVERS) / 1 A2.00 RE: EXISTING TANK ENCLOSURE WITH CONCRETE SLAB CENTERLINE OF "GUT" TOP OF BANK CENTERLINE OF "GUT" CISTERN BOTTOM - F.F.E. +9.6' FILLED DEPTH AT ~+25.18' ROOF AT ~+28.6' PLANT SLAB - F.F.E. + 14.6' INSIDE CLEARANCE AT ~+26.6' ROOF AT ~+27.6' EXISTING GREGRE TREES TO REMAIN - PROVIDE BUFFER FREE OF EXISTING GRAVEL EXISTING LIGHT POLE & (9) GREGRE TREES TO REMAIN (VARIOUS SIZES) 30" ANDIRA INERMIS (EXISTING) 36" GREGRE (EXISTING) 24" GREGRE (EXISTING) FICUS 30" GREGRE (EXISTING) 30" GREGRE (EXISTING) 24" GREGRE (EXISTING) NEW LANDSCAPE BUFFER 16" BOURRERIA SUCCULENTA 1 DAMAGED TREE TO BE REMOVED PROPOSED +/- 300,000 GALLON CISTERN (2,573 sf x 18'-5" H INTERIOR) PER STABILIS SURVEY 6" WATER LINE (MAY BE THE RO INTAKE) 2' BELOW SURFACE (DASHED RED) EXISTING UTILITY LINE BELOW GRADE? DETERMINED WHAT TYPE OF LINE THIS IS? (DASHED ORANGE & BLUE) STABILIS WILL INVESTIGATE RE-ROUTE EXISTING 8" HDPE INTAKE LINE AROUND BUILDING TEMPORARILY & TO USE FOR WELL BACKFEED FOR THE NEW PLANT (DASHED MAGENTA) RE-CONNECT THE NEW 8" HDPE INTAKE LINE HERE POTENTIAL GAS LINE (DASHED BLUE), VIF EXISTING GREGRE TREE TO REMAIN - PROVIDE BUFFER FREE OF EXISTING GRAVEL INTAKE AND DISCHARGE PIPE CONNECTION TO TRENCH RE: CIVIL & TSG DRAWINGS STRIPE EXISTING PARKING SPACES (ADD. ALTERNATE 1) 7 6'-2" 35'-8" 29'-0" 14'-8 3/4" 101'-0" 2'-0" 9'-0" 16'-0" 2'-0" 0" 9'-0" 19'-0" 16'-0" 23'-6" 18'-0" 24'-0" 6 8 8 4 2 7 4 39 TOTAL NEW PARKING SPACES IN GRAVEL AREAS (27) AT 9'-0" x 18'-0" (10) AT 9'-0" x 16'-0" (COMPACT) (2) AT 9'-0" x 23'-0" (PARALLEL) C C C C C C C C C 12'-0" 9'-0" 10'-7" C 18'-0" 15'-11" 27'-3" 10'-0" 20'-0" 18'-0" 10'-0" 2'-0" 35'-8" EXISTING WOOD FRAMED CHEMICAL STORAGE BUILDING TO BE DEMOLISHED The drawings, specifications and other documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project and, unless otherwise provided, the architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including reproducible copies, of the Architect's drawings, specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect’s drawings, specifications or other documents shall not be used by the Owner or others on other projects, for additions to this project or for completion of this project by others, unless the Architect is adjudged to be in default under this agreement, except by agreement in writing and with appropriate compensation to the Architect. Project Number: Date: Project Architect: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES 12/15/2025 2:20:00 PM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/24032_Westin St John_CAPEX Projects_r24.rvt NOVEMBER 14, 2025 JMH ARCHITECTURAL SITE PLAN - SWRO PLANT A1.01 100% CONSTRUCTION DOCUMENTS 1 TREE LINE xxx N 1" = 20'-0" 1PROPOSED PLAN - NEW SWRO PLANT & CISTERN 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT TRUE PROJECT N 100% CONSTRUCTION DOCUMENTS A1.02 1 VILLA BUILDING 10 TOP OF BANK" EXISTING INTAKE PUMP VAULT NEW 12' x 12' INTAKE PUMP BUILDING BASKETBALL/TENNIS COURTS A1.02 3 GAZEBO REMOVE VAULT EQUIPMENT. FILL WITH SAND AND CAP WITH CONCRETE. ALL PIPING TO BE NEW—NO REUSE. DRILL DRAINAGE HOLES IN 3' DEEP VAULT. AVOID EXISTING CONCENTRATE LINE (LOCATION MARKED ON PLAN). 8" CONDENSATE (DISCHARGE) LINE IS MOUNTED ON RETAINING WALL - AT TOP PAST THIS POINT 8" CONDENSATE (DISCHARGE) LINE IS UNDERGROUND SOUTH OF THIS POINT CENTERLINE OF "GUT" EQ EQ APPROX. 30'-0' SETBACK LINE FROM CENTERLINE OF "GUT" (DASHED BLUE) 8" 12'-0" 8" 8" 8'-0" 3'-4" 1'-4" SEE TSG DRAWINGS FOR INTAKE PUMP BUILDING LAYOUT 13'-4" 13'-4" A7.00 7 A6.00 5 4' x 4' CONCRETE PAD, RE: CIVIL A6.00 6 A7.00 8 3'-0" 4'-0" 3'-0" 11 1/2" 1006-1 144 SF INTAKE PUMPS 1006 PUMP PADS +11.60' +14.60' METAL GRATING STAIRS. RE: SPEC SECTION 055119 The drawings, specifications and other documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project and, unless otherwise provided, the architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including reproducible copies, of the Architect's drawings, specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect’s drawings, specifications or other documents shall not be used by the Owner or others on other projects, for additions to this project or for completion of this project by others, unless the Architect is adjudged to be in default under this agreement, except by agreement in writing and with appropriate compensation to the Architect. Project Number: Date: Project Architect: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES 11/11/2025 8:19:44 AM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/24032_Westin St John_CAPEX Projects_r24.rvt NOVEMBER 14, 2025 JMH SITE AND FLOOR PLAN - INTAKE PUMP BUILDING A1.02 100% CONSTRUCTION DOCUMENTS 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT N 1" = 100'-0" 2DRONE SITE PLAN N 1/16" = 1'-0" 1PROPOSED PLAN - INTAKE PUMP BUILDING N 1/4" = 1'-0" 3ENLARGED PLAN - INTAKE PUMP BUILDING A6.00 4 A6.00 1 A6.00 2 A6.00 3 A2.10 9 PROPOSED SWRO BUILDING (35'-0" W x 99'-8" L x 12'-0" H MIN. INTERIOR) F.F.E. +14.60' 10'-0" CLEAR HEIGHT ROLL-UP DOOR 10'-0" CLEAR HEIGHT ROLL-UP DOOR EXISTING RETAINING WALL AND FENCE EXISTING UNDETERMINED UTILITY LINE BELOW GRADE (DASHED ORANGE). CONTRACTOR INVESTIGATING ACTUAL ROUTE WITH SURVEY EDGE OF FOOTING @ RETAINING WALL, 24" OFF FACE OF WALL (DASHED GREEN) REF TSG DRAWINGS FOR EQUIPMENT LAYOUT +13.38' EXISTING 8" HDPE INTAKE LINE TO BE ABANDONED IN PLACE AFTER CONNECTION AND REMOVED AS NEEDED ONLY FOR CONSTRUCTION OF CISTERN. RE-ROUTE EXISTING 8" HDPE INTAKE LINE AROUND BUILDING FOR EXISTING RO PLANT & TO USE FOR WELL BACKFEED FOR THE NEW PLANT (DASHED MAGENTA) INSULATION ON INTERIOR WALLS PROVIDE 7" THICK (R-38 MINIMUM) CLOSED-CELL SPRAY FOAM INSULATION IN CAVITY BETWEEN STEEL BEAMS ONLY IN HATCHED AREAS LIGHT POLES TO REMAIN, TYPICAL RE: CIVIL & TSG DRAWINGS 8" 3'-4" 8" 6'-2" 1'-4" 10'-0" 1'-4" 10'-0" 13'-0" 29'-0" 13'-0" 1'-0" 13'-0" 1'-0" 1'-0" 99'-0" 1'-0" A2.10 10 +14.60' +9.60' 8" 12'-4" 10'-0" 1'-4" 3'-4" 8'-0" 35'-0" 11'-0" CONCRETE LANDING; RE:CIVIL DWGS. 18'-0" CONCRETE LANDING; RE:CIVIL DWGS. 10'-0" 8" 26'-4" 8" 8'-0" 1000-4 1000-5 1004-1 1002-1 1000-1 1000-3 2,792.31 SF RO PLANT 1000 255.67 SF STORAGE 1004 1,286.86 SF CISTERN A 1005 1,286.86 SF CISTERN B 1006 A7.00 1 CISTERN BOTTOM - F.F.E. +9.6' FILLED DEPTH AT ~+25.18' ROOF AT ~+28.6' PROPOSED +/- 300,000 GALLON CISTERN (2,573 sf x 18'-5" H INTERIOR) REFER TO CIVIL / STRUCTURAL DRAWINGS FOR WALL STRUCTURE DETAILS A7.00 3 SUMP PUMPS (2' x 2' x 2') ALUMINUM LADDER TO SUMP PUMPS FROM ROOF A7.00 2 1004-2 32'-8" 21'-0" 5'-8" 15'-4" 8" 19'-4" 109.3 SF MCC 1001 35.48 SF TLT 1002 1003-1 1000-2 B 152.58 SF OFFICE/LAB 1003 4'-8" 8" A7.00 6 4" 3'-4" 1'-4" C2 C2 B C1 C2 C2 C1 1001-1 8'-0" CONCRETE LANDING; RE:CIVIL DWGS. 20'-0" 1'-4" 2'-1" 1'-3" 101'-0" 8" 99'-8" 8" CONCRETE LANDING; RE:CIVIL DWGS. 36'-4" ADD WIRED LEVEL PRESSURE TRANSMITTERS IN EACH CISTERN AT THE ROOF WITH CONDUIT OVER TO MAIN BUILDING TO THE CABLE TRAY. TSG WILL PROVIDE THE ACTUAL TRANSMITTERS. PROVIDE (2) 3/4" HOLES IN THE ROOF DECK AGAINST THE WALL RO A RO B HP PUMP HP PUMP MAIN TRENCH SPRINKLER RISER LOCATION, RE: FIRE PROTECTION DRAWINGS 64'-8" 29'-0" 35'-8" 3'-9" 5'-4" 101'-0" 5'-8" +9.60' 18'-0" 4'-0" NOTE 15 - 20 3'-4" 8'-4" 17'-4" NOTE 15 - 20 2'-2" NOTE 15 - 20 3'-4" 8'-4" 8'-0" EXHAUST FAN, RE: MECH CONCRETE FILLED, PAINTED GALVANIZED STEEL BOLLARDS, TYPICAL AT ROLL-UP DOORS RE: SPEC. SECTION 055000 FIRE EXTINGUISHER FIRE EXTINGUISHER FIRE EXTINGUISHER FIRE EXTINGUISHER FIRE EXTINGUISHER 1 1 1 1 1 The drawings, specifications and other documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project and, unless otherwise provided, the architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including reproducible copies, of the Architect's drawings, specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect’s drawings, specifications or other documents shall not be used by the Owner or others on other projects, for additions to this project or for completion of this project by others, unless the Architect is adjudged to be in default under this agreement, except by agreement in writing and with appropriate compensation to the Architect. Project Number: Date: Project Architect: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES 1/8/2026 6:13:10 PM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/24032_Westin St John_CAPEX Projects_r24.rvt NOVEMBER 14, 2025 JMH FLOOR PLANS - SWRO PLANT & CISTERN A2.00 100% CONSTRUCTION DOCUMENTS 1 ASI-006.2-WSJ 01/09/26 N 1/4" = 1'-0" 1ENLARGED PLAN - NEW SWRO PLANT & CISTERN 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT NOTE 15 - 20 LOUVER RE: MECHANICAL MATERIAL KEYNOTES 100% CONSTRUCTION DOCUMENTS 100% CONSTRUCTION DOCUMENTS A6.00 4 A6.00 1 A6.00 2 A6.00 3 A2.10 9 PROPOSED SWRO BUILDING (35'-0" W x 99'-8" L x 12'-0" H MIN. INTERIOR) F.F.E. +14.60' 10'-0" CLEAR HEIGHT ROLL-UP DOOR 10'-0" CLEAR HEIGHT ROLL-UP DOOR EXISTING RETAINING WALL AND FENCE EXISTING UNDETERMINED UTILITY LINE BELOW GRADE (DASHED ORANGE). CONTRACTOR INVESTIGATING ACTUAL ROUTE WITH SURVEY EDGE OF FOOTING @ RETAINING WALL, 24" OFF FACE OF WALL (DASHED GREEN) REF TSG DRAWINGS FOR EQUIPMENT LAYOUT +13.38' EXISTING 8" HDPE INTAKE LINE TO BE ABANDONED IN PLACE AFTER CONNECTION AND REMOVED AS NEEDED ONLY FOR CONSTRUCTION OF CISTERN. RE-ROUTE EXISTING 8" HDPE INTAKE LINE AROUND BUILDING FOR EXISTING RO PLANT & TO USE FOR WELL BACKFEED FOR THE NEW PLANT (DASHED MAGENTA) INSULATION ON INTERIOR WALLS PROVIDE 7" THICK (R-38 MINIMUM) CLOSED-CELL SPRAY FOAM INSULATION IN CAVITY BETWEEN STEEL BEAMS ONLY IN HATCHED AREAS LIGHT POLES TO REMAIN, TYPICAL RE: CIVIL & TSG DRAWINGS 8" 3'-4" 8" 6'-2" 1'-4" 10'-0" 1'-4" 10'-0" 13'-0" 29'-0" 13'-0" 1'-0" 13'-0" 1'-0" 1'-0" 99'-0" 1'-0" A2.10 10 +14.60' +9.60' 8" 12'-4" 10'-0" 1'-4" 3'-4" 8'-0" 35'-0" 11'-0" CONCRETE LANDING; RE:CIVIL DWGS. 18'-0" CONCRETE LANDING; RE:CIVIL DWGS. 10'-0" 8" 26'-4" 8" 8'-0" 1000-4 1000-5 1004-1 1002-1 1000-1 1000-3 2,792.31 SF RO PLANT 1000 255.67 SF STORAGE 1004 1,286.86 SF CISTERN A 1005 1,286.86 SF CISTERN B 1006 A7.00 1 CISTERN BOTTOM - F.F.E. +9.6' FILLED DEPTH AT ~+25.18' ROOF AT ~+28.6' PROPOSED +/- 300,000 GALLON CISTERN (2,573 sf x 18'-5" H INTERIOR) REFER TO CIVIL / STRUCTURAL DRAWINGS FOR WALL STRUCTURE DETAILS A7.00 3 SUMP PUMPS (2' x 2' x 2') ALUMINUM LADDER TO SUMP PUMPS FROM ROOF A7.00 2 1004-2 32'-8" 21'-0" 5'-8" 15'-4" 8" 19'-4" 109.3 SF MCC 1001 35.48 SF TLT 1002 1003-1 1000-2 B 152.58 SF OFFICE/LAB 1003 4'-8" 8" A7.00 6 4" 3'-4" 1'-4" C2 C2 B C1 C2 C2 C1 1001-1 8'-0" CONCRETE LANDING; RE:CIVIL DWGS. 20'-0" 1'-4" 2'-1" 1'-3" 101'-0" 8" 99'-8" 8" CONCRETE LANDING; RE:CIVIL DWGS. 36'-4" ADD WIRED LEVEL PRESSURE TRANSMITTERS IN EACH CISTERN AT THE ROOF WITH CONDUIT OVER TO MAIN BUILDING TO THE CABLE TRAY. TSG WILL PROVIDE THE ACTUAL TRANSMITTERS. PROVIDE (2) 3/4" HOLES IN THE ROOF DECK AGAINST THE WALL RO A RO B HP PUMP HP PUMP MAIN TRENCH SPRINKLER RISER LOCATION, RE: FIRE PROTECTION DRAWINGS 64'-8" 29'-0" 35'-8" 3'-9" 5'-4" 101'-0" 5'-8" +9.60' 18'-0" 4'-0" NOTE 15 - 20 3'-4" 8'-4" 17'-4" NOTE 15 - 20 2'-2" NOTE 15 - 20 3'-4" 8'-4" 8'-0" EXHAUST FAN, RE: MECH CONCRETE FILLED, PAINTED GALVANIZED STEEL BOLLARDS, TYPICAL AT ROLL-UP DOORS RE: SPEC. SECTION 055000 1 1 104416 - B1 104416 - B1 104416 - B1 MULTI-PURPOSE TYPE FIRE EXTINGUISHER ON WALL MOUNTING BRACKET NOTE 15 - 20 LOUVER RE: MECHANICAL MATERIAL KEYNOTES 1 A6.00 4 A6.00 1 A6.00 2 A6.00 3 A2.10 9 PROPOSED SWRO BUILDING (35'-0" W x 99'-8" L x 12'-0" H MIN. INTERIOR) F.F.E. +14.60' 10'-0" CLEAR HEIGHT ROLL-UP DOOR 10'-0" CLEAR HEIGHT ROLL-UP DOOR EXISTING RETAINING WALL AND FENCE EXISTING UNDETERMINED UTILITY LINE BELOW GRADE (DASHED ORANGE). CONTRACTOR INVESTIGATING ACTUAL ROUTE WITH SURVEY EDGE OF FOOTING @ RETAINING WALL, 24" OFF FACE OF WALL (DASHED GREEN) REF TSG DRAWINGS FOR EQUIPMENT LAYOUT +13.38' EXISTING 8" HDPE INTAKE LINE TO BE ABANDONED IN PLACE AFTER CONNECTION AND REMOVED AS NEEDED ONLY FOR CONSTRUCTION OF CISTERN. RE-ROUTE EXISTING 8" HDPE INTAKE LINE AROUND BUILDING FOR EXISTING RO PLANT & TO USE FOR WELL BACKFEED FOR THE NEW PLANT (DASHED MAGENTA) INSULATION ON INTERIOR WALLS PROVIDE 7" THICK (R-38 MINIMUM) CLOSED-CELL SPRAY FOAM INSULATION IN CAVITY BETWEEN STEEL BEAMS ONLY IN HATCHED AREAS LIGHT POLES TO REMAIN, TYPICAL RE: CIVIL & TSG DRAWINGS 8" 3'-4" 8" 6'-2" 1'-4" 10'-0" 1'-4" 10'-0" 13'-0" 29'-0" 13'-0" 1'-0" 13'-0" 1'-0" 1'-0" 99'-0" 1'-0" A2.10 10 +14.60' +9.60' 8" 12'-4" 10'-0" 1'-4" 3'-4" 8'-0" 35'-0" 11'-0" CONCRETE LANDING; RE:CIVIL DWGS. 18'-0" CONCRETE LANDING; RE:CIVIL DWGS. 10'-0" 8" 26'-4" 8" 8'-0" 1000-4 1000-5 1004-1 1002-1 1000-1 1000-3 2,792.31 SF RO PLANT 1000 255.67 SF STORAGE 1004 1,286.86 SF CISTERN A 1005 1,286.86 SF CISTERN B 1006 A7.00 1 CISTERN BOTTOM - F.F.E. +9.6' FILLED DEPTH AT ~+25.18' ROOF AT ~+28.6' PROPOSED +/- 300,000 GALLON CISTERN (2,573 sf x 18'-5" H INTERIOR) REFER TO CIVIL / STRUCTURAL DRAWINGS FOR WALL STRUCTURE DETAILS A7.00 3 SUMP PUMPS (2' x 2' x 2') ALUMINUM LADDER TO SUMP PUMPS FROM ROOF A7.00 2 1004-2 32'-8" 21'-0" 5'-8" 15'-4" 8" 19'-4" 109.3 SF MCC 1001 35.48 SF TLT 1002 1003-1 1000-2 B 152.58 SF OFFICE/LAB 1003 4'-8" 8" A7.00 6 4" 3'-4" 1'-4" C2 C2 B C1 C2 C2 C1 1001-1 8'-0" CONCRETE LANDING; RE:CIVIL DWGS. 20'-0" 1'-4" 2'-1" 1'-3" 101'-0" 8" 99'-8" 8" CONCRETE LANDING; RE:CIVIL DWGS. 36'-4" ADD WIRED LEVEL PRESSURE TRANSMITTERS IN EACH CISTERN AT THE ROOF WITH CONDUIT OVER TO MAIN BUILDING TO THE CABLE TRAY. TSG WILL PROVIDE THE ACTUAL TRANSMITTERS. PROVIDE (2) 3/4" HOLES IN THE ROOF DECK AGAINST THE WALL RO A RO B HP PUMP HP PUMP MAIN TRENCH SPRINKLER RISER LOCATION, RE: FIRE PROTECTION DRAWINGS 64'-8" 29'-0" 35'-8" 3'-9" 5'-4" 101'-0" 5'-8" +9.60' 18'-0" 4'-0" NOTE 15 - 20 3'-4" 8'-4" 17'-4" NOTE 15 - 20 2'-2" NOTE 15 - 20 3'-4" 8'-4" 8'-0" EXHAUST FAN, RE: MECH CONCRETE FILLED, PAINTED GALVANIZED STEEL BOLLARDS, TYPICAL AT ROLL-UP DOORS RE: SPEC. SECTION 055000 1 1 PROVIDE MULTIPURPOSE DRY-CHEMICAL TYPE IN ALUMINUM CONTAINER: UL-RATED 4-A:80-B:C, 10-LB NOMINAL CAPACITY, WITH MONOAMMONIUM PHOSPHATE-BASED DRY CHEMICAL IN ENAMELED-ALUMINUM CONTAINER. WALL MOUNTED ON MOUNTING BRACKETS: MANUFACTURER'S STANDARD GALVANIZED STEEL, DESIGNED TO SECURE FIRE EXTINGUISHER TO WALL OR STRUCTURE, OF SIZES REQUIRED FOR TYPES AND CAPACITIES OF FIRE EXTINGUISHERS INDICATED, WITH PLATED OR RED BAKED-ENAMEL FINISH. IDENTIFICATION: LETTERING COMPLYING WITH AUTHORITIES HAVING JURISDICTION FOR LETTER STYLE, SIZE, SPACING, AND LOCATION. LOCATE AS INDICATED BY ARCHITECT. IDENTIFY BRACKET-MOUNTED FIRE EXTINGUISHERS WITH THE WORDS "FIRE EXTINGUISHER" IN RED LETTER DECALS APPLIED TO MOUNTING SURFACE. MOUNTING HEIGHT: TOP OF FIRE EXTINGUISHER TO BE AT 42 INCHES ABOVE FINISHED FLOOR WALL MOUNTED FIRE EXTINGUISHER WALL MOUNTED FIRE EXTINGUISHER 2'-0" 4" 1 NOTE 15 - 20 LOUVER RE: MECHANICAL MATERIAL KEYNOTES A6.00 4 A6.00 1 A6.00 2 A6.00 3 A2.10 9 PROPOSED SWRO BUILDING (35'-0" W x 99'-8" L x 12'-0" H MIN. INTERIOR) F.F.E. +14.60' 10'-0" CLEAR HEIGHT ROLL-UP DOOR 10'-0" CLEAR HEIGHT ROLL-UP DOOR EXISTING RETAINING WALL AND FENCE EXISTING UNDETERMINED UTILITY LINE BELOW GRADE (DASHED ORANGE). CONTRACTOR INVESTIGATING ACTUAL ROUTE WITH SURVEY EDGE OF FOOTING @ RETAINING WALL, 24" OFF FACE OF WALL (DASHED GREEN) REF TSG DRAWINGS FOR EQUIPMENT LAYOUT +13.38' EXISTING 8" HDPE INTAKE LINE TO BE ABANDONED IN PLACE AFTER CONNECTION AND REMOVED AS NEEDED ONLY FOR CONSTRUCTION OF CISTERN. RE-ROUTE EXISTING 8" HDPE INTAKE LINE AROUND BUILDING FOR EXISTING RO PLANT & TO USE FOR WELL BACKFEED FOR THE NEW PLANT (DASHED MAGENTA) INSULATION ON INTERIOR WALLS PROVIDE 7" THICK (R-38 MINIMUM) CLOSED-CELL SPRAY FOAM INSULATION IN CAVITY BETWEEN STEEL BEAMS ONLY IN HATCHED AREAS LIGHT POLES TO REMAIN, TYPICAL RE: CIVIL & TSG DRAWINGS 8" 3'-4" 8" 6'-2" 1'-4" 10'-0" 1'-4" 10'-0" 13'-0" 29'-0" 13'-0" 1'-0" 13'-0" 1'-0" 1'-0" 99'-0" 1'-0" A2.10 10 +14.60' +9.60' 8" 12'-4" 10'-0" 1'-4" 3'-4" 8'-0" 35'-0" 11'-0" CONCRETE LANDING; RE:CIVIL DWGS. 18'-0" CONCRETE LANDING; RE:CIVIL DWGS. 10'-0" 8" 26'-4" 8" 8'-0" 1000-4 1000-5 1004-1 1002-1 1000-1 1000-3 2,792.31 SF RO PLANT 1000 255.67 SF STORAGE 1004 1,286.86 SF CISTERN A 1005 1,286.86 SF CISTERN B 1006 A7.00 1 CISTERN BOTTOM - F.F.E. +9.6' FILLED DEPTH AT ~+25.18' ROOF AT ~+28.6' PROPOSED +/- 300,000 GALLON CISTERN (2,573 sf x 18'-5" H INTERIOR) REFER TO CIVIL / STRUCTURAL DRAWINGS FOR WALL STRUCTURE DETAILS A7.00 3 SUMP PUMPS (2' x 2' x 2') ALUMINUM LADDER TO SUMP PUMPS FROM ROOF A7.00 2 1004-2 32'-8" 21'-0" 5'-8" 15'-4" 8" 19'-4" 109.3 SF MCC 1001 35.48 SF TLT 1002 1003-1 1000-2 B 152.58 SF OFFICE/LAB 1003 4'-8" 8" A7.00 6 4" 3'-4" 1'-4" C2 C2 B C1 C2 C2 C1 1001-1 8'-0" CONCRETE LANDING; RE:CIVIL DWGS. 20'-0" 1'-4" 2'-1" 1'-3" 101'-0" 8" 99'-8" 8" CONCRETE LANDING; RE:CIVIL DWGS. 36'-4" ADD WIRED LEVEL PRESSURE TRANSMITTERS IN EACH CISTERN AT THE ROOF WITH CONDUIT OVER TO MAIN BUILDING TO THE CABLE TRAY. TSG WILL PROVIDE THE ACTUAL TRANSMITTERS. PROVIDE (2) 3/4" HOLES IN THE ROOF DECK AGAINST THE WALL RO A RO B HP PUMP HP PUMP MAIN TRENCH SPRINKLER RISER LOCATION, RE: FIRE PROTECTION DRAWINGS 64'-8" 29'-0" 35'-8" 3'-9" 5'-4" 101'-0" 5'-8" +9.60' 18'-0" 4'-0" NOTE 15 - 20 3'-4" 8'-4" 17'-4" NOTE 15 - 20 2'-2" NOTE 15 - 20 3'-4" 8'-4" 8'-0" EXHAUST FAN, RE: MECH CONCRETE FILLED, PAINTED GALVANIZED STEEL BOLLARDS, TYPICAL AT ROLL-UP DOORS RE: SPEC. SECTION 055000 1 1 NOTE A: PROVIDE MULTIPURPOSE DRY-CHEMICAL TYPE IN ALUMINUM CONTAINER: UL-RATED 4-A:80-B:C, 10-LB NOMINAL CAPACITY, WITH MONOAMMONIUM PHOSPHATE-BASED DRY CHEMICAL IN ENAMELED-ALUMINUM CONTAINER. WALL MOUNTED ON MOUNTING BRACKETS: MANUFACTURER'S STANDARD GALVANIZED STEEL, DESIGNED TO SECURE FIRE EXTINGUISHER TO WALL OR STRUCTURE, OF SIZES REQUIRED FOR TYPES AND CAPACITIES OF FIRE EXTINGUISHERS INDICATED, WITH PLATED OR RED BAKED-ENAMEL FINISH. IDENTIFICATION: LETTERING COMPLYING WITH AUTHORITIES HAVING JURISDICTION FOR LETTER STYLE, SIZE, SPACING, AND LOCATION. LOCATE AS INDICATED BY ARCHITECT. IDENTIFY BRACKET-MOUNTED FIRE EXTINGUISHERS WITH THE WORDS "FIRE EXTINGUISHER" IN RED LETTER DECALS APPLIED TO MOUNTING SURFACE. MOUNTING HEIGHT: TOP OF FIRE EXTINGUISHER TO BE AT 42 INCHES ABOVE FINISHED FLOOR WALL MOUNTED FIRE EXTINGUISHER, SEE NOTE A BELOW WALL MOUNTED FIRE EXTINGUISHER, SEE NOTE A BELOW 2'-0" 4" 1 NOTE 15 - 20 LOUVER RE: MECHANICAL MATERIAL KEYNOTES TYPE 'A1' FLUSH PANEL STEEL DOOR RE: SPEC SECTION 081113 RE: SCHEDULE RE: SCHEDULE RE: SCHEDULE RE: SCHEDULE RE: SCHEDULE RE: SCHEDULE FLUSH PANEL STEEL DOUBLE DOOR RE: SPEC SECTION 081113 TYPE 'A2' OVERHEAD DOOR FULL HEIGHT RE: SPEC SECTION 083323 TYPE 'SV' DOOR RE: DOOR SCHEDULE DOOR JAMB BEYOND 1/2" RE: DOOR SCHEDULE HEAD HEIGHT 1/2" 4" 042000 - E8 042000 - A6 042000 - A3 079200 - A1 081113 - B1 8 3/4" DOOR RE: DOOR SCHEDULE FILL JAMBS W/ GROUT, #5 REBARS VERTICAL - TYPICAL 1/2" 1/2" 4" 042000 - E8 081113 - B1 079200 - A1 8 3/4" 042000 - A3 RE: DOOR SCHEDULE HEAD HEIGHT 042000 - A7 042000 - A3 083323 - A1 C9X15 PAINTED GALVANIZED HEAVY STEEL CHANNEL FOR EDGE PROTECTION 042000 - A3 083323 - A1 072420 - A1 C9X15 PAINTED GALVANIZED HEAVY STEEL CHANNEL FOR EDGE PROTECTION DOOR RE: DOOR SCHEDULE FILL JAMBS W/ GROUT, #5 REBARS VERTICAL - TYPICAL 1/2" 4" 042000 - E8 081113 - B1 079200 - A1 8 3/4" 072420 - A1 042000 - A3 DOOR RE: DOOR SCHEDULE DOOR JAMB BEYOND 1/2" RE: DOOR SCHEDULE HEAD HEIGHT 4" 042000 - E8 042000 - A6 042000 - A3 079200 - A1 081113 - B1 8 3/4" N/A TYPE V-A CONSTRUCTION INT. WALL - TYPICAL PARTITION STC WALL TYPE STUD SIZE BASIC PARTITION THICKNESS MIN. INSULATION REQ. FIRE TEST NO. (WHERE APPLICABLE) NOTES: 1. REFER TO STRUCTURAL DRAWINGS FOR INSTALLATION 2. STC NOTED ARE MINIMUM RATING REQUIRED/ CONTRACTOR SHALL SUBMIT PROPOSED ASSEMBLY AND CORRESPONDING TEST NUMBER FOR APPROVAL. 8" X 16" CMU BLOCKS B ROOM ROOM N/A 8" B 8" X 8" X 16" STACKED CMU BLOCKS N/A N/A 1 1/2" TYPE V-A CONSTRUCTION INT. WALL - TYPICAL PARTITION STC WALL TYPE STUD SIZE BASIC PARTITION THICKNESS MIN. INSULATION REQ. FIRE TEST NO. (WHERE APPLICABLE) NOTES: 1. REFER TO STRUCTURAL DRAWINGS FOR INSTALLATION 2. STC NOTED ARE MINIMUM RATING REQUIRED/ CONTRACTOR SHALL SUBMIT PROPOSED ASSEMBLY AND CORRESPONDING TEST NUMBER FOR APPROVAL. 8" X 16" CMU BLOCKS C ROOM ROOM N/A 1' - 0 1/4" C1 8" X 8" X 16" STACKED CMU BLOCKS WITH INSULATION AND GYP BOARD ON BOTH SIDES N/A N/A C2 1 1/2" RIGID INSULATION 5/8" GYP BOARD 8" X 8" X 16" STACKED CMU BLOCKS WITH INSULATION AND GYP BOARD ON ONE SIDE BASIC PARTITION THICKNESS 10 1/8" N/A N/A N/A 1 1/2" BASIC PARTITION THICKNESS 1-1/2" Z-FURRING @ 24" 0.C. A2.10 11 A2.10 12 + 14.60' RO PLANT SLAB 1'-3" 1'-3" 8" 2'-10" 3'-9" 2'-9" 1'-3" 2" 8'-0" 2'-10" 123220 - B1 123623 - A2 NOTE 15 - 16 102800 - F2 NOTE 15 - 16 102800 - B1 NOTE 15 - 01 2'-10" 2'-0" NOTE 12 - 03 NOTE 12 - 02 123220 - A2 123220 - B1 123220 - B2 8" 2'-10" 2'-0" NOTE 12 - 03 NOTE 12 - 02 123220 - A2 123220 - B1 NOTE 15 - 16 123220 - B2 8" + 14.60' RO PLANT SLAB 2'-5" 6" 3'-8" 102800 - C2 102800 - B1 NOTE 15 - 01 The drawings, specifications and other documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project and, unless otherwise provided, the architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including reproducible copies, of the Architect's drawings, specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect’s drawings, specifications or other documents shall not be used by the Owner or others on other projects, for additions to this project or for completion of this project by others, unless the Architect is adjudged to be in default under this agreement, except by agreement in writing and with appropriate compensation to the Architect. Project Number: Date: Project Architect: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES 11/11/2025 8:37:26 AM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/24032_Westin St John_CAPEX Projects_r24.rvt NOVEMBER 14, 2025 JMH INT ELEVATIONS / DOOR & WALL TYPES A2.10 100% CONSTRUCTION DOCUMENTS 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT DOOR SCHEDULE - SWRO PLANT Mark Type Width Height Thickness Door Material Door Finish Frame Material Frame Finish Head Jamb Threshold Comments HDW Set 1000-1 A1 3'-0" 7'-0" 1 3/4" STEEL PAINT H.M. PAINT 5/A2.10 6/A2.10 1000-2 A1 3'-0" 7'-0" 1 3/4" STEEL PAINT H.M. PAINT 5/A2.10 6/A2.10 1000-3 SV 10'-0" 10'-0" 2" ALUMINUM ROLL-UP DOORS PREFINISHED H.M. PAINT 3/A2.10 4/A2.10 1000-4 SV 10'-0" 10'-0" 2" ALUMINUM ROLL-UP DOORS PREFINISHED H.M. PAINT 3/A2.10 4/A2.00 1000-5 SV 10'-0" 10'-0" 2" ALUMINUM ROLL-UP DOORS PREFINISHED H.M. PAINT 3/A2.10 4/A2.00 1001-1 A2 6'-0" 7'-0" 1 3/4" STEEL PAINT H.M. PAINT 5/A2.10 6/A2.10 1002-1 A1 3'-0" 7'-0" 1 3/4" STEEL PAINT H.M. PAINT 7/A2.10 8/A2.10 1003-1 A1 3'-0" 7'-0" 1 3/4" STEEL PAINT H.M. PAINT 5/A2.10 6/A2.10 1004-1 A2 6'-0" 7'-0" 1 3/4" STEEL PAINT H.M. PAINT 7/A2.10 8/A2.10 1004-2 SV 6'-0" 8'-0" 2" ALUMINUM ROLL-UP DOORS PREFINISHED H.M. PAINT 3/A2.10 4/A2.10 1006-1 A1 3'-0" 7'-0" 1 3/4" STEEL PAINT H.M. PAINT 5/A2.10 6/A2.10 ?DOOR TYPE LEGEND - SWRO 3" = 1'-0" 7DOOR DETAIL - HEAD 3" = 1'-0" 8DOOR DETAIL - JAMB 3" = 1'-0" 3ROLL UP DOOR DETAIL HEAD 3" = 1'-0" 4ROLL UP DOOR DETAIL JAMB 3" = 1'-0" 6DOOR DETAIL - JAMB 3" = 1'-0" 5DOOR DETAIL - HEAD 1 2WALL TYPES - SWRO MATERIAL KEYNOTES 042000 - A3 8X8X16 CMU, REINFORCED VERT. WITH #5 REBAR @ 32" O.C. AND COMPLETELY FILL CELLS WITH CONCRETE 042000 - A6 U-BLOCK BOND BEAM, CONCRETE FILLED WITH 2- #5 REBAR 042000 - A7 16" DEEP U-BLOCK BOND BEAM, CONCRETE FILLED WITH 2- #5 REBAR 042000 - E8 2-PIECE LADDER TYPE HORIZONTAL REINFORCING WITH ADJUSTABLE EYE AND WIRE TIE @ 16"O.C. VERT - TYP. 072420 - A1 DIRECT-APPLIED EXTERIOR FINISH SYSTEMS (DEFS) 079200 - A1 JOINT SEALANT 081113 - B1 HOLLOW METAL DOOR FRAME 083323 - A1 OVERHEAD COILING DOOR 102800 - B1 SURFACE-MOUNTED TOILET TISSUE DISPENSER. 24" AFF. RE: ID 102800 - C2 SURFACE-MOUNTED COMBINATION ROLL PAPER TOWEL DISPENSER AND WASTE RECEPTACLE 102800 - F2 GLASS MIRROR 123220 - A2 PLASTIC LAMINATE FACED CASEWORK - BASE CABINET 123220 - B1 PLASTIC LAMINATE FACED COUNTERTOP 123220 - B2 PLASTIC LAMINATE FACED BACKSPLASH - TYPICAL 123623 - A2 PLASTIC LAMINATE-CLAD BACK SPLASH NOTE 12 - 02 BASE RE: FINISH SCHEDULE NOTE 12 - 03 FLOOR FINISH RE: FINISH SCHEDULE NOTE 15 - 01 NEW ADA COMPLAINT TOILET. RE: ID NOTE 15 - 16 SINK AND FAUCET RE: PLUMBING 3/8" = 1'-0" 9OFFICE/LAB & TOILET INT ELEV - NORTH 1" = 1'-0" 12MILLWORK SECTION 1" = 1'-0" 11MILLWORK SECTION NOTE: PLASTIC LAMINATE AND SUBSTRATE SHALL RESIST CHEMICALS AS REQUIRED BY TSG TESTING NOTE: PLASTIC LAMINATE AND SUBSTRATE SHALL RESIST CHEMICALS AS REQUIRED BY TSG TESTING 3/8" = 1'-0" 10TOILET INT ELEV - WEST 123220 - B2 + 9.60' CISTERN BUILDING SLAB T.O. CISTERN ROOF (HIGH-SIDE) 19'-9" ROOF COATING OVER 9" CONCRETE ROOF SLAB RE: SPEC. SECTION 075600 072420 - A1 ALUMINUM LADDER & CAGE TO ACCESS CISTERN RE: SPEC. SECTION 055100 101'-0" ROOF MOUNTED EXHAUST FAN, RE: MECHANICAL EXISTING RETAINING WALL & CHAINLINK FENCE CONCRETE LANDING AT ENTRY POINTS. RE: CIVIL DRAWINGS PAINTED STEEL CHANNEL RE: SPEC. SECTION 055000 CONCRETE FILLED, PAINTED GALVANIZED STEEL BOLLARDS, TYPICAL AT ROLL-UP DOORS RE: SPEC. SECTION 055000 + 14.60' RO PLANT SLAB CJ + 9.60' CISTERN BUILDING SLAB T.O. RO PLANT ROOF (LOW SIDE) 13'-4" T.O. RO PLANT ROOF (HIGH SIDE) 14'-1" 10'-0" 14'-0" 11'-8" CJ 076200 - A7 092400 - A7 092400 - C1 ROOF COATING OVER 4" CONCRETE ROOF SLAB WITH METAL DECK RE: SPEC. SECTION 075600 ROOF COATING OVER 9" CONCRETE ROOF SLAB RE: SPEC. SECTION 075600 ALUMINUM LADDER & LADDER FOR ROOF ACCESS (BEYOND) RE: SPEC. SECTION 055100 T.O. CISTERN ROOF (HIGH SIDE) 19'-9" 1/4" / 12" 1000-1 1000-3 NOTE 15 - 20 18'-0" EXHAUST FAN (BEYOND), RE: MECHANICAL ROOF MOUNTED EXHAUST FAN, RE: MECHANICAL CONCRETE LANDING AT ENTRY POINTS: RE: CIVIL DRAWINGS + 14.60' RO PLANT SLAB ROOF COATING OVER CONCRETE ROOF ON METAL DECK, RE: SPEC. SECTION 075600 CONCRETE LANDING AT ENTRY POINTS: RE: CIVIL DRAWINGS T.O. RO PLANT ROOF (LOW SIDE) 13'-4" 076200 - A7 092400 - A7 075600 - A0 10'-0" 8'-0" 15'-0" 20'-0" 20'-0" 20'-0" 8'-0" 092400 - C1 CJ CJ CJ CJ CJ ALUMINUM LADDER & CAGE TO ACCESS CISTERN RE: SPEC. SECTION 055100 8'-0" 4'-0" NOTE 15 - 20 8'-0" CJ EXHAUST FAN, RE: MECHANICAL ROOF MOUNTED EXHAUST FAN, RE: MECHANICAL + 14.60' RO PLANT SLAB + 9.60' CISTERN BUILDING SLAB ROOF COATING OVER 9" CONCRETE ROOF SLAB RE: SPEC. SECTION 075600 ALUMINUM LADDER & LADDER FOR ROOF ACCESS RE: SPEC. SECTION 055100 1000-4 1000-5 PAINTED STEEL CHANNEL, RE: SPEC. SECTION 055000 EXISTING RETAINING WALL & CHAINLIKE FENCE 6'-2" CONCRETE FILLED, PAINTED GALVANIZED STEEL BOLLARDS, TYPICAL AT ROLL-UP DOORS RE: SPEC. SECTION 055000 ROOF COATING OVER CONCRETE ROOF ON METAL DECK RE: SPEC. SECTION 075600 072420 - A1 076200 - A7 092400 - A7 5'-0" T.O. RO PLANT ROOF (LOW SIDE) 13'-4" T.O. RO PLANT ROOF (HIGH SIDE) 14'-1" T.O. OF CISTERN ROOF (HIGH SIDE) 19'-9" 1/4" / 12" 1004-2 10'-0" 12'-0" 15'-9" 8'-0" 092400 - C1 CJ CJ 18'-0" NOTE 15 - 20 NOTE 15 - 20 ROOF MOUNTED EXHAUST FAN, RE: MECHANICAL 13'-4 3/4" 1/4" / 12" 10'-1 5/8" 9'-10 1/4" + 8.50' T.O. GRADE + 5.50' INTAKE SLAB 092400 - A7 13'-4 3/4" + 8.50' T.O. GRADE + 5.50' INTAKE SLAB 10'-1 5/8" 1006-1 092400 - A7 076200 - A5 The drawings, specifications and other documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project and, unless otherwise provided, the architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including reproducible copies, of the Architect's drawings, specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect’s drawings, specifications or other documents shall not be used by the Owner or others on other projects, for additions to this project or for completion of this project by others, unless the Architect is adjudged to be in default under this agreement, except by agreement in writing and with appropriate compensation to the Architect. Project Number: Date: Project Architect: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES 11/11/2025 8:37:27 AM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/24032_Westin St John_CAPEX Projects_r24.rvt NOVEMBER 14, 2025 JMH EXTERIOR ELEVATIONS A6.00 100% CONSTRUCTION DOCUMENTS 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT 3/16" = 1'-0" 4SOUTH ELEVATION - SWRO PLANT 3/16" = 1'-0" 3EAST ELEVATION - SWRO PLANT 3/16" = 1'-0" 1NORTH ELEVATION - SWRO PLANT 3/16" = 1'-0" 2WEST ELEVATION - SWRO PLANT 3/16" = 1'-0" 5EAST ELEVATION - PUMP INTAKE BUILDING 3/16" = 1'-0" 6NORTH ELEVATION - PUMP INTAKE BUILDING 072420 - A1 DIRECT-APPLIED EXTERIOR FINISH SYSTEMS (DEFS) 075600 - A0 FLUID-APPLIED MEMBRANE ROOFING SYSTEM SLOPED AS INDICATED ON ROOF PLAN. SIKALASTIC ROOFPRO 25, SIKA FLEECE 170 OR APPROVED EQUAL WITH 25 YEAR WARRANTY 076200 - A5 METAL HEAD FLASHING 076200 - A7 ALUMINUM DRIP EDGE FASCIA WITH CONTINUOUS HOLD-DOWN CLEAT WITH ANCHORS APPROPRIATE FOR SUBSTRATE 092400 - A7 3/8" PORTLAND CEMENT PLASTER (STUCCO) SKIM COAT DIRECTLY APPLIED TO CMU OR CONCRETE 092400 - C1 PORTLAND CEMENT PLASTER CONTROL JOINT NOTE 15 - 20 LOUVER RE: MECHANICAL MATERIAL KEYNOTES A7.00 8 13'-4" 6" 6 TREADS 3'-0" 6" + 8.50' T.O. GRADE + 5.50' INTAKE SLAB VARIES 1006-1 NOTE 01 - 02 092400 - A7 13'-4 3/4" 5" CONCRETE ROOF, RE: STRUCTURE METAL GRATING STAIRS, RE: SPEC. SECTION 055119 A7.00 4 SIM 075600 - A0 A7.00 7 12'-0" 13'-4" 1/4" / 12" 5" CONCRETE ROOF, RE: STRUCTURE 10'-1 5/8" + 8.50' T.O. GRADE + 5.50' INTAKE SLAB 9'-10 1/4" 092400 - A7 NOTE 01 - 02 13'-4 3/4" 075600 - A0 A7.00 4 SIM 042000 - A8 NOTE 01 - 04 NOTE 01 - 20 076200 - A7 (MIN.) 6 1/2" 6" (MIN.) 4" (MIN.) 4" (MIN.) 075600 - B2 042000 - B2 075600 - A1 075600 - A2 075600 - A3 075600 - B1 NOTE 01 - 01 NOTE 01 - 03 042000 - A10 NOTE 01 - 19 NOTE 01 - 21 092400 - A7 19'-1" A7.00 3 1000-5 1000-4 STORAGE 1004 RO PLANT 1000 CISTERN A 1005 CISTERN B 1006 + 9.60' CISTERN BUILDING SLAB + 14.60' RO PLANT SLAB 19'-9" 13'-4" 1/4" / 12" ROOF COATING OVER 4" CONCRETE ROOF ON METAL DECK RE: SPEC. SECTION 075600 WIDE FLANGE BEAM, RE: STRUCTURE CONCRETE METAL PAN DECK, RE: STRUCTURE ALUMINUM LADDERS TO SUMP PUMP RE: SPEC. SECTION 055100 MANHOLES ON ROOF, RE: CIVIL & STRUCTURE ALUMINUM LADDER & CAGE, BEYOND RE: SPEC. SECTION 055100 FILL HEIGHT 15'-7" + 3.80' APPROXIMATE GROUNDWATER LEVEL -4.40' APPROXIMATE ROCK LAYER A7.00 4 SIM, O.H. 1004-2 2'-0" 16'-0" NOTE 15 - 20 18.5 COURSES OF 8" CMU W/ DAP-OUT 11'-10" 1'-2" (B.B.) 4" EQ EQ 10'-0" NOTE 15 - 20 A7.00 5 A7.00 1 1004-1 RO PLANT 1000 CONCRETE LANDING AT ENTRY, RE: CIVIL DRAWINGS RE: STRUCTURE NOTE 01 - 01 075600 - A0 1000-5 + 14.60' RO PLANT SLAB A7.00 2 A7.00 6 1003-1 1000-2 1000-3 ROOF MOUNTED EXHAUST FAN, RE: MECHANICAL A7.00 3 1000-5 1000-4 RO PLANT 1000 CISTERN A 1005 CISTERN B 1006 + 9.60' CISTERN BUILDING SLAB + 14.60' RO PLANT SLAB 19'-9" 13'-4" 1/4" / 12" ROOF COATING OVER 4" CONCRETE ROOF ON METAL DECK RE: SPEC. SECTION 075600 WIDE FLANGE BEAM, RE: STRUCTURE CONCRETE METAL PAN DECK, RE: STRUCTURE ALUMINUM LADDERS TO SUMP PUMP RE: SPEC. SECTION 055100 MANHOLES ON ROOF, RE: CIVIL & STRUCTURE ALUMINUM LADDER & CAGE, BEYOND RE: SPEC. SECTION 055100 FILL HEIGHT 15'-7" PROVIDE 7" THICK (R-38 MINIMUM) CLOSED CELL SPRAY FOAM INSULATION IN CAVITY BETWEEN STEEL BEAMS RE: SPEC. SECTION 071000 + 3.80' APPROXIMATE GROUNDWATER LEVEL -4.40' APPROXIMATE ROCK LAYER A7.00 4 SIM, O.H. OFFICE/LAB 1003 NOTE 15 - 20 18.5 COURSES OF 8" CMU W/ DAP-OUT 11'-10" 1'-2" (B.B.) 4" A7.00 5 SIM ROOF MOUNTED EXHAUST FAN, RE: MECHANICAL A7.00 3 4" 1'-2" (B.B.) 18.5 COURSES OF 8" CMU W/ DAP-OUT 11'-10" 1000-5 1000-4 RO PLANT 1000 + 14.60' RO PLANT SLAB 13'-4" 1/4" / 12" ROOF COATING OVER 4" CONCRETE ROOF ON METAL DECK RE: SPEC. SECTION 075600 WIDE FLANGE BEAM, RE: STRUCTURE CONCRETE METAL PAN DECK, RE: STRUCTURE A7.00 4 SIM, O.H. OUTSIDE 12'-6" 072420 - A1 10'-0" A7.00 5 SIM NOTE 01 - 01 NOTE 01 - 09 NOTE 01 - 21 NOTE 01 - 04 075600 - A3 075600 - A2 075600 - A1 NOTE 01 - 03 MIN. 1 1/2" MIN. 1 1/2" 075600 - B4 075600 - B3 1/4" = 1'-0" 7INTAKE BUILDING SECTION 1/4" = 1'-0" 8INTAKE BUILDING SECTION The drawings, specifications and other documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project and, unless otherwise provided, the architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including reproducible copies, of the Architect's drawings, specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect’s drawings, specifications or other documents shall not be used by the Owner or others on other projects, for additions to this project or for completion of this project by others, unless the Architect is adjudged to be in default under this agreement, except by agreement in writing and with appropriate compensation to the Architect. Project Number: Date: Project Architect: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES 11/11/2025 8:37:32 AM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/24032_Westin St John_CAPEX Projects_r24.rvt NOVEMBER 14, 2025 JMH BUILDING SECTIONS & DETAILS A7.00 100% CONSTRUCTION DOCUMENTS 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT 3" = 1'-0" 4ROOF EDGE DETAIL 042000 - A8 8X8X16 CMU, REINFORCED VERT. WITH #6 REBAR @ 16" O.C. AND COMPLETELY FILL CELLS WITH GROUT EVEN IF REBAR IS NOT PRESENT. RE: STRUCTURAL FOR ADDITIONAL DETAILS. 042000 - A10 U-BLOCK BOND BEAM, CONCRETE FILLED WITH 2- #4 CONTINUOUS REBAR. CUT AT TOP AS NECESSARY FOR EMBED PLATE. RE: STRUCTURAL FOR ADDITIONAL DETAILS. 042000 - B2 LADDER TYPE HORIZONTAL REINFORCING @ 16" O.C. VERTICAL 072420 - A1 DIRECT-APPLIED EXTERIOR FINISH SYSTEMS (DEFS) 075600 - A0 FLUID-APPLIED MEMBRANE ROOFING SYSTEM SLOPED AS INDICATED ON ROOF PLAN. SIKALASTIC ROOFPRO 25, SIKA FLEECE 170 OR APPROVED EQUAL WITH 25 YEAR WARRANTY 075600 - A1 PRIMER - SIKA CONCRETE PRIMER 075600 - A2 BASE MEMBRANE LAYER - SIKALASTIC 621 TC, 60 MILS WET FILM THICKNESS 075600 - A3 TOP MEMBRANE LAYER - SIKALASTIC 621 TC, 40 MILS WET FILM THICKNESS WITH SIKALASTIC FLEECE 170 REINFORCEMENT BETWEEN LAYERS 075600 - B1 SIKALASTIC FLASHING STRIP WITH JOINT TAPE - SIKA SA TAPE OR FLEXITAPE HEAVY PLUS SIKALASTIC MEMBRANE 075600 - B2 MULTI-PURPOSE TAPE MATERIAL KEYNOTES 1/4" = 1'-0" 1N-S BUILDING SECTION - SWRO PLANT 3/16" = 1'-0" 3E-W BUILDING SECTION - SWRO PLANT 1/4" = 1'-0" 2N-S BUILDING SECTION - SWRO PLANT @ INSULATED ROOM 1/4" = 1'-0" 6N-S BUILDING SECTION - SWRO PLANT @ VESTIBULE 3" = 1'-0" 5SECTION DETAIL 075600 - B3 3" WIDE SIKALASTIC FLEXITAPE SATURATED WITH RESIN OR 3" APPROVED TAPE 075600 - B4 1" WIDE BOND BREAKER TAPE 076200 - A7 ALUMINUM DRIP EDGE FASCIA WITH CONTINUOUS HOLD-DOWN CLEAT WITH ANCHORS APPROPRIATE FOR SUBSTRATE 092400 - A7 3/8" PORTLAND CEMENT PLASTER (STUCCO) SKIM COAT DIRECTLY APPLIED TO CMU OR CONCRETE NOTE 01 - 01 CONCRETE FLOOR OR ROOF SLAB RE: STRUCTURAL NOTE 01 - 02 FOUNDATION RE: STRUCTURAL NOTE 01 - 03 STEEL DECK RE: STRUCTURAL NOTE 01 - 04 STEEL JOIST OR BEAM RE: STRUCTURAL NOTE 01 - 09 CONCRETE RETAINING WALL RE: STRUCTURAL NOTE 01 - 19 GALVANIZED STEEL EMBED PLATE AND ANCHORS. RE: STRUCTURAL FOR SIZING AND DETAILS. NOTE 01 - 20 GALVANIZED STEEL EDGE ANGLE. RE: STRUCTURAL FOR SIZING AND DETAILS. NOTE 01 - 21 GALVANIZED STEEL STIFFENER PLATE. RE: STRUCTURAL FOR SIZING AND DETAILS. NOTE 15 - 20 LOUVER RE: MECHANICAL F.F. EL. XX'-X" ABBREVIATIONS LBS POUNDS LDG LANDING LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LSH LONG SIDE HORIZONTAL LSV LONG SIDE VERTICAL LT LIGHT LVL LEVEL LW LIGHT WEIGHT MAT. MATERIAL MAX. MAXIMUM MECH. MECHANICAL MEZZ. MEZZANINE MFR MANUFACTURER MID. MIDDLE MIN. MINIMUM MISC. MISCELLANEOUS M.L. MATCH LINE MTL METAL (N) NEW NIC NOT IN CONTRACT NO. NUMBER N.S. NEAR SIDE NSG NON-SHRINK GROUT NTS NOT TO SCALE NW NORMAL WEIGHT O.C. ON CENTER O.D. OUTSIDE DIAMETER O.F. OUTSIDE FACE O.H. OPPOSITE HAND OPNG OPENING P.A.F. POWDER ACTUATED FASTENERS PARA. PARALLEL PC PRECAST PCF POUNDS PER CUBIC FOOT PEMB PRE-ENGINEERED METAL BUILDING PERIM. PERIMETER PERP. PERPENDICULAR PJ PANEL JOINT PL PLATE PLY. PLYWOOD PREFAB. PRE-FABRICATED PROJ. PROJECTION PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POST-TENSIONED PTRN PENETRATION R REMAINDER OR RADIUS REF. REFER TO OR REFERENCE REINF. REINFORCEMENT/REINFORCE REQD REQUIRED RTU ROOF TOP UNIT S.A. STUD ANCHOR S.B. STRAP BEAM SCHED. SCHEDULE SECT. SECTION SHT SHEET SHR. SHRINKAGE SIM. SIMILAR S.O.G. SLAB-ON-GROUND SPA. SPACING SPEC. SPECIFICATION SS STAINLESS STEEL STD STANDARD STIFF. STIFFENER STL STEEL SW SHEAR WALL SYM. SYMETRICAL SYP SOUTHERN YELLOW PINE T&B TOP AND BOTTOM TEMP. TEMPERATURE TEN. TENSION TERM. TERMINATE THK THICKNESS T.O. TOP OF T.O.C. TOP OF CONCRETE T.O.F. TOP OF FOOTING T.O.P. TOP OF PIER T.O.S. TOP OF STEEL / TOP OF SLAB TS TUBE STEEL TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE VAR. VARIES VERT. VERTICAL W/ WITH W/O WITHOUT WP WORK POINT WT WEIGHT WWF WELDED WIRE FABRIC A.B. ANCHOR BOLT ADDL ADDITIONAL ADJ. ADJACENT ADH. ADHESIVE AFF ABOVE FINISH FLOOR ALT. ALTERNATE ARCH. ARCHITECT B.L. BRICK LEDGE BLDG BUILDING BM BEAM B.O.B.P. BOTTOM OF BASE PLATE B.O.D. BOTTOM OF DECK BOTT. BOTTOM BRG BEARING BTWN BETWEEN CANT. CANTILEVER CIP CAST IN PLACE C.J. CONSTRUCTION JOINT C.L. CENTERLINE CLR CLEAR CMU CONCRETE MASONRY UNIT C.O. CUT OFF COL.(S) COLUMN(S) COMP. COMPOSITE CONC. CONCRETE CONNX CONNECTION CONST. CONSTRUCTION CONT. CONTINUOUS CONTR. CONTRACTOR CTR CENTER D.B. DROPPED BEAM D.B.A. DEFORMED BAR ANCHOR DBL DOUBLE DET./DTL DETAIL DEMO. OR (D) DEMOLISH DFL DOUGLAS FIR-LARCH DIA. DIAMETER DIAG. DIAGONAL DIM. DIMENSIONAL DIR. DIRECTION DISC. DISCONTINUOUS DWGS DRAWINGS DWL(S) DOWEL(S) EA. EACH E.F. EACH FACE E.J. EXPANSION JOINT EL. ELEVATION ELEV. ELEVATOR EMBED. EMBEDMENT ENGR ENGINEER EQ. EQUAL E.W. EACH WAY EXIST. OR (E) EXISTING EXP. EXPANSION EXT. EXTERIOR FDN FOUNDATION F.F. FINISH FLOOR F.F.E. FINISH FLOOR ELEVATION FLR FLOOR FSTN FASTEN F.S. FAR SIDE FT FEET FTG FOOTING F.V. FIELD VERIFY GA. GAUGE GALV. GALVANIZE GEOTECH. GEOTECHNICAL GR. GRADE G.T. GIRDER TRUSS HAS HEADED ANCHOR STUD HDR HEADER HI HIGH HK HOOK HORIZ. HORIZONTAL HR HARD ROCK HSS HOLLOW STEEL SECTION HT HEIGHT I.D. INSIDE DIAMETER I.F. INSIDE FACE IN. INCH INFO. INFORMATION INT. INTERIOR INTERM. INTERMEDIATE JT JOINT JST JOIST K KIPS K.O. KNOCK OUT STRUCTURAL DESIGN WIND LOAD: WIND SPEED, Vult 179 MPH IMPORTANCE FACTOR, IW 1.0 EXPOSURE CATEGORY D MWFRS LATERAL LOAD 80 psf C&C PRESSURES ARE SHOWN ON THE ROOF FRAMING PLANS SEISMIC LOAD: SITE CLASS E SEISMIC DESIGN CATEGORY D IMPORTANCE FACTOR, IE 1.5 SS 1.23 S1 0.38 SDS 1 SD1 0.66 BASE SHEAR 128 kips SEISMIC FORCE-RESISTING SYSTEMS RO PLANT: ORDINARY REINFORCED MASONRY SHEAR WALLS (R=2.0) CISTERN: ORDINARY REINFORCED CONCRETE SHEAR WALLS (R=4.0) SEISMIC RESPONSE COEFFICIENT, CS 0.023 1. STRUCTURAL DESIGN STANDARDS: 2018 INTERNATIONAL BUILDING CODE LOCAL AMENDMENTS TO BUILDING CODE ASCE 7-22 2. STRUCTURAL DESIGN LOADS: RISK CATEGORY IV FLOOR LIVE LOAD 100 psf ROOF LIVE LOAD 20 psf SNOW LOAD: GROUND SNOW LOAD 0 psf IMPORTANCE FACTOR, Is 1.0 FLAT ROOF SNOW LOADS: 00 S0 00 S0 DETAIL MARKER ELEVATION MARKER FINISH FLOOR ELEVATION MARKER XX'-XX" TOP OR BOTT. SPOT ELEVATION MARKER A GRIDLINE IDENTIFIER EXISTING GRIDLINE IDENTIFIER DTL # SHEET # SYMBOL KEY SYMBOL DESCRIPTION STEEL COLUMN COLUMN SIZE / BASE PL STEEL BEAM MOMENT CONNX STEEL BEAM MOMENT CONNX WXXxXX (X) C=X" R=XK BEAM SIZE REACTION (SERVICE LOAD) NO. OF HEADED STUDS CAMBER MOMENT CONNX WXXxXX BEAM SIZE STEEL BEAM SPLICE VERTICAL STEEL BRACE - REF. ELEVATION Slope Down Step Down with Slope Step Up ELEVATION CHANGE IN SLAB OR DECK DECK OR SLAB SPAN DIRECTION MASONRY WALL WINDOW IN MASONRY WALL DOOR IN MASONRY WALL EA WP WORK POINT MARKER VERTICAL BRACE FLOOR OR ROOF BEAM DTL # SHEET # CONCRETE WALL WINDOW IN CONCRETE WALL DOOR IN CONCRETE WALL GENERAL NOTES 1. THE DRAWINGS AND SPECIFICATIONS DO NOT INDICATE THE MEANS AND METHODS OF CONSTRUCTION UNLESS NOTED OTHERWISE. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL MEANS AND METHODS MEET THE REQUIREMENTS OF THE LATEST OSHA REGULATIONS. 2. ALL DETAILS AND SECTIONS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE, EXCEPT WHERE A DIFFERENT DETAIL OR SECTION IS SHOWN. 3. RESPONSES TO QUESTIONS AND RFI’S, COMMENTS MADE DURING THE REVIEW OF SUBMITTALS, AND DIRECTIVES PROVIDED IN ANY FORM BY THE ENGINEER TO THE CONTRACTOR DURING THE CONSTRUCTION PROCESS ARE INTENDED TO BE CLARIFICATIONS OF THE CONTRACT DOCUMENTS AND ARE NOT INTENDED TO REPRESENT A CHANGE IN COST OF THE PROJECT TO THE OWNER UNLESS A CHANGE ORDER REQUEST IS PROVIDED WITH DETAILED PRICING INFORMATION TO THE ARCHITECT BEFORE PURCHASING, DETAILING, FABRICATING, OR INSTALLING ANY COMPONENT RELATED TO SUCH CLARIFICATIONS AND CORRECTIONS. 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES IF APPLICABLE, INCLUDING LAGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH THE LOCAL BUILDING DEPARTMENT. 5. IT IS THE CONTRACTOR’S RESPONSIBILITY TO ASSEMBLE AND COORDINATE THE REQUIREMENTS OF ALL COMPONENTS OF THE CONTRACT DOCUMENTS AND VERIFY EXISTING CONDITIONS OF THE SITE. REF. ARCHITECTURAL AND ALL OTHER TRADES DOCUMENTS FOR SIZE AND LOCATION OF PIPES, VENTS, CHASES, DUCTS, OPENINGS, DEPRESSIONS, RECESSES, SLOPES, BLOCKOUTS, CURBS, EMBEDMENTS, AND DETAILS NOT SHOWN ON THESE STRUCTURAL DRAWINGS. ALL DIMENSIONS ARE TO BE CHECKED AND VERIFIED WITH THE ARCHITECTURAL DRAWINGS. THE GENERAL CONTRACTOR SHALL REPORT ANY DISCREPANCY BETWEEN THESE DOCUMENTS AND THOSE OF THE ARCHITECT AND ALL PROJECT CONSULTANTS OR ANY ERROR, OMISSION OR DIFFICULTY AFFECTING HIS WORK TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW. 6. THE DESIGN LOADS LISTED IN THE STRUCTURAL DESIGN CRITERIA SHALL NOT BE EXCEEDED DURING CONSTRUCTION. THE GENERAL CONTRACTOR SHALL MAKE ADEQUATE PROVISIONS FOR CONSTRUCTION LOADS, MATERIAL STORAGE, TEMPORARY BRACING, SHORING AND FORMWORK AS REQUIRED TO KEEP ALL ELEMENTS OF THE STRUCTURE PLUMB AND IN TRUE ALIGNMENT DURING ALL PHASES OF CONSTRUCTION. DESIGN OF TEMPORARY BRACING AND SHORING SHOULD BE PROPERLY DESIGNED UNDER THE SUPERVISION OF A LICENSED STRUCTURAL ENGINEER. PERMANENT BRACING MEMBERS SHOWN ON STRUCTURAL DRAWINGS ARE REQUIRED FOR THE COMPLETED STRUCTURE AND MAY NOT BE ADEQUATE DURING CONSTRUCTION. 7. SPECIAL INSPECTIONS SHALL BE DONE BY A QUALIFIED, INDEPENDENT INSPECTION COMPANY. JOB SITE VISITS BY THE ENGINEER SHOULD BE CONSIDERED A PERIODIC CHECK TO INFORM THE OWNER OF DEFECTS IN THE WORK OF THE CONTRACTOR AND DO NOT CONSTITUTE, OR SUBSTITUTE, INSPECTIONS UNLESS SPECIFICALLY CONTRACTED FOR. 8. STRUCTURAL MEMBERS AND FOUNDATIONS SUPPORTING MECHANICAL EQUIPMENT HAVE BEEN DESIGNED FOR THE WEIGHT OF THE UNITS SHOWN IN THE STRUCTURAL DRAWINGS. ANY CHANGES IN SIZE, WEIGHT, OR QUANTITY OF UNITS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO FABRICATION OR INSTALLATION OF STRUCTURAL MEMBERS OR RELATED MATERIALS. 9. NOTICE IN WRITING OF ANY PROPOSED SUBSTITUTIONS OR ANY PROPOSED DEVIATIONS TO THE STRUCTURE AS REQUIRED BY THESE DOCUMENTS SHALL BE SUBMITTED WITH A CURRENT ICC REPORT. 10. DIMENSIONS SHOWN IN STRUCTURAL PLANS, SECTIONS, AND DETAILS TAKE PRECEDENT OVER SCALE. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT INDICATED IN THE STRUCTURAL DRAWINGS. 11. THESE PLANS MUST BE SUBMITTED TO THE GEOTECHNICAL ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL CONTRACT DOCUMENTS AND LATEST ADDENDA AND TO SUBMIT SUCH DOCUMENTS TO ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS PRIOR TO THE SUBMITTAL OF SHOP DRAWINGS, FABRICATION OF ANY STRUCTURAL MEMBERS, AND ERECTION IN THE FIELD. 13. THE CONTRACTOR IS RESPONSIBLE FOR ARRANGING PRECONSTRUCTION MEETINGS FOR THE FOUNDATION AND SUPERSTRUCTURE ELEMENTS WITH A MINIMUM OF TWO WEEKS OF NOTICE PRIOR TO START OF THE RELEVANT WORK. ATTENDEES SHALL INCLUDE THE CONTRACTORS, APPROPRIATE SUBCONTRACTORS, FABRICATORS, INSPECTORS, ARCHITECT/ENGINEERS. ON THE MEETING AGENDA SHALL BE REVIEW OF WORK SCOPE, PROJECT SCHEDULE OF THE ELEMENT IN QUESTION, CONTACT INFORMATION OF RESPONSIBLE PARTIES, INSPECTION POINTS, REVIEW OF MATERIALS AND ANY SPECIAL DESIGN ISSUES, CLARIFICATIONS TESTING AND ACCEPTANCE, AND ANY OTHER TOPICS DEEMED APPROPRIATE BY THE CONTRACTOR OR THE ARCHITECT. 14. THE ROOF STRUCTURE AND ITS SUPPORTING ELEMENTS HAVE BEEN DESIGNED WITH THE ASSUMPTION THAT SUFFICIENT DRAINAGE HAS BEEN PROVIDED TO PREVENT ANY PONDING OF WATER. IT IS THE RESPONSIBILITY OF THE BUILDING OWNER TO MAINTAIN THE ROOF DRAINAGE SYSTEM SUCH THAT IT FUNCTIONS AS INTENDED. 1. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS AT THE SITE AND REPORT ANY DISCREPANCIES FROM ASSUMED CONDITIONS SHOWN ON THE DRAWINGS TO THE ARCHITECT AND ENGINEER PRIOR TO THE FABRICATION AND ERECTION OF ANY MEMBER. DIFFERENCES SHALL BE CLOUDED IN THE SHOP DRAWINGS. 2. ANY MODIFICATIONS TO THE CONSTRUCTION DOCUMENTS THAT ARE NECESSARY AS A RESULT OF FIELD VERIFICATIONS PERFORMED BY THE CONTRACTOR SHALL BE IMMEDIATELY SUBMITTED TO THE ENGINEER FOR APPROVAL. UPON APPROVAL, THE CONTRACTOR SHALL INCORPORATE THESE MODIFICATIONS INTO THE SHOP DRAWINGS PRIOR TO SUBMITTING THEM TO THE ENGINEER. 3. THE CONTRACTOR MUST BUILD APPROPRIATE CONTINGENCIES INTO THE PROJECT’S BUDGET AND SCHEDULE TO ACCOUNT FOR MODIFICATIONS TO STRUCTURAL FRAMING THAT MAY BE NECESSARY TO ACCOMMODATE EXISTING CONDITIONS THAT ARE DISCOVERED TO BE DIFFERENT FROM THOSE SHOWN ON THESE PLANS. EXISTING CONDITIONS SUBMITTALS 1. SHOP DRAWINGS SHALL BE PREPARED FOR ALL STRUCTURAL COMPONENTS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE CERTAIN THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST CONSTRUCTION DOCUMENTS. 2. CONTRACTOR SHALL ALLOW TWO WEEKS FOR THE ENGINEER’S REVIEW OF EACH SUBMITTAL. SUBMITTALS WHICH DO NOT REFLECT THE CONTRACTOR’S APPROVAL, SIGNATURE AND DATE, OR DO NOT APPEAR TO HAVE BEEN REVIEWED BY THE CONTRACTOR WILL BE RETURNED WITHOUT REVIEW. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DELAYS CAUSED BY REJECTION OF INADEQUATE OR INCORRECT SHOP DRAWINGS. 3. OMISSION FROM THE SHOP DRAWINGS OF ANY REQUIREMENTS AND/OR CORRECTIONS/COMMENTS ON THE SHOP DRAWINGS DURING REVIEW SHALL NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS EVEN IF THE SHOP DRAWINGS HAVE BEEN REVIEWED AND RETURNED. APPROVAL IS FOR GENERAL COMPLIANCE WITH THE STRUCTURAL CONTRACT DOCUMENTS ONLY. APPROVAL ASSUMES NO RESPONSIBILITY FOR DIMENSIONS, QUANTITIES AND CONDITIONS THAT PERTAIN TO FABRICATION AND INSTALLATION OR FOR PROCESSES AND TECHNIQUES OF CONSTRUCTION. APPROVAL OF A SPECIFIC ITEM SHALL NOT INCLUDE APPROVAL OF AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. CALCULATION REVIEW AND COMMENTS DO NOT INFER A DETAILED CHECK OF THE CALCULATIONS. 4. ALL ITEMS DEVIATING FROM THE STRUCTURAL DRAWINGS OR FROM PREVIOUSLY SUBMITTED SHOP DRAWINGS SHALL BE CLOUDED. 5. THE USE OF REPRODUCTIONS OR ELECTRONIC FILES OF THE STRUCTURAL DRAWINGS FOR THE PREPARATION OF SHOP DRAWINGS IS NOT ACCEPTABLE WITHOUT PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER OF RECORD. IF SUCH AUTHORIZATION IS OBTAINED, DO NOT SUBMIT SHOP DRAWINGS WITH THE CONTRACT DOCUMENTS TITLE BLOCK AND/OR THE SEAL OF THE REGISTERED ENGINEER OF RECORD AFFIXED. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION OF THE RESPONSIBLE ENGINEER IS AN OFFENSE OF THE ENGINEERING PRACTICING ACT. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DETAILED DESIGN OF CERTAIN ITEMS, REFERRED TO AS DEFERRED. DOCUMENTS FOR DEFERRED SHOP DRAWINGS, INCLUDING CALCULATIONS, SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW FOR GENERAL CONFORMANCE TO THE CONTRACT DOCUMENTS. 7. DELEGATED STRUCTURAL DESIGN AND DEFERRED SUBMITTALS INCLUDE: 1. STEEL JOISTS / JOIST GIRDERS 8. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE ENGINEER OF RECORD AND THE BUILDING OFFICIAL. 1. FOUNDATION DESIGN AND SUBSURFACE INFORMATION IS BASED ON THE RECOMMENDATIONS GIVEN IN THE FOLLOWING GEOTECHNICAL INVESTIGATION REPORT: GEOTECHNICAL CONSULTANT: JACA & SIERRA REPORT NUMBER: 8736 REPORT DATE: MAY 19, 2025 SYSTEM TYPE: DEEP FOUNDATIONS VOID FORM DEPTH: N/A MOISTURE RETARDER: 15 MIL VAPOR BARRIER UNDER ALL SLABS 2. THE CONTRACTOR MUST READ THE GEOTECHNICAL INVESTIGATION REPORT AND BE THOROUGHLY FAMILIAR WITH SITE AND SUBGRADE INFORMATION GIVEN THEREIN. ALL SUBGRADE PREPARATION AND FOUNDATION CONSTRUCTION SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE STRUCTURAL DOCUMENTS AND THE GEOTECHNICAL REPORT, AND SHALL BE OBSERVED, TESTED, AND APPROVED BY A QUALIFIED GEOTECHNICAL ENGINEER PRIOR TO PROCEEDING WITH FOUNDATION CONSTRUCTION. GEOTECHNICAL REPORT 1. ALL ORGANIC AND DELETERIOUS MATERIAL, AS WELL AS ANY EXISTING PAVING, FOUNDATIONS, OR EXISTING FILL SHALL BE REMOVED FROM THE BUILDING PAD AREA PRIOR TO PLACEMENT OF FILL. 2. SOIL BELOW THE BUILDING PAD SHALL BE PREPARED AS NOTED IN THE GEOTECHNICAL REPORT. 3. ALL FILL SHALL BE PLACED IN LOOSE LIFTS AND COMPACTED AT ELEVATED MOISTURE CONTENT AS DETAILED IN THE ABOVE REFERENCED GEOTECHNICAL REPORT. CARE SHALL BE EXERCISED IN PLACEMENT AND COMPACTION OF FILL IN ALL LEAVE-OUTS. VAPOR BARRIER SHALL BE PLACED AND LAPPED PER MANUFACTURER'S RECOMMENDATIONS. 4. THE FINAL BUILDING PAD SHALL BE APPROVED BY THE OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR TO POURING CONCRETE. SUBGRADE PREPARATION 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI STANDARD “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE” (ACI 318). 2. MAINTAIN SCHEDULED STRUCTURAL DEPTH OF MEMBERS AS A MINIMUM WHILE FOLLOWING SLOPES AND GRADES SHOWN ON PLANS. 3. ALL CONCRETE THAT WILL BE COLORED OR STAINED MUST BE WET CURED. 4. ALL CONSTRUCTION JOINTS IN BEAMS, JOISTS, SLABS, AND WALLS SHALL BE PROVIDED WITH SHEAR KEYS AS SHOWN IN DETAILS. SUBMIT LOCATIONS OF ALL CONSTRUCTION JOINTS TO ENGINEER FOR REVIEW. 5. HOT WEATHER CONCRETING SHALL CONFORM TO ACI 305 AND COLD WEATHER CONCRETING SHALL CONFORM TO ACI 306. 6. FOUNDATION WALLS (INCLUDING LOADING DOCKS AND ELEVATOR PITS) SHALL HAVE TEMPORARY BRACING BEFORE BACKFILL IS PLACED AGAINST THEM. TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL WALL IS PERMANENTLY BRACED BY FLOOR DIAPHRAGMS (SLAB-ON-GROUND OR STRUCTURED SLAB) THAT HAVE REACHED AT LEAST 75% OF DESIGN STRENGTH, UNLESS NOTED OTHERWISE. 7. GRADE BEAM DIMENSIONS AND/OR LOCATIONS MAY NOT BE ALTERED WITHOUT APPROVAL OF THE ENGINEER OF RECORD. 8. FOUNDATION PENETRATIONS SHALL BE SUBJECT TO APPROVAL BY THE ARCHITECT/ENGINEER. 9. PROVIDE WATERSTOPS AT ALL BELOW GRADE CONSTRUCTION JOINTS IN CONCRETE ELEMENTS WHERE THERE IS EARTH SUBGRADE AT THE JOINT ON ONE SIDE OF THE CONCRETE MEMBER AND INTERIOR SPACE ON THE OTHER, REGARDLESS OF WHETHER THE WATERSTOP IS SPECIFICALLY INDICATED IN THE DETAIL. PROVIDE WATERSTOPS AT OTHER LOCATIONS INDICATED IN THE DOCUMENTS PRIOR TO CONSTRUCTION. 10. NO CONDUIT, SLEEVE, OR PIPE IS PERMITTED TO BE EMBEDDED IN THE CONCRETE WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER OR UNLESS SPECIFICALLY DETAILED OTHERWISE. ALL CONDUITS, PIPES, AND SLEEVES EMBEDDED IN CONCRETE SHALL COMPLY WITH THE SPACING AND SIZE REQUIREMENTS OF ACI 318. 11. REFER TO THE GEOTECHNICAL REPORT FOR RISK OF GROUNDWATER PRESENCE AND ITS POTENTIAL IMPACT ON NEW CONSTRUCTION. CONTRACTOR MUST CARRY AN APPROPRIATE ALLOWANCE IN THE BIDS FOR THE MEASURES SUCH AS SITE DEWATERING AND PIER CASINGS, ETC. CAST-IN-PLACE CONCRETE 1. ALL CONCRETE SHALL BE LABORATORY DESIGNED AND CONTROLLED AND SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318). SAND AND COARSE AGGREGATES SHALL MEET THE REQUIREMENTS OF ASTM C-33 OR C-330. PORTLAND CEMENT SHALL BE TYPE I OR II AND SHALL MEET THE REQUIREMENTS OF ASTM C-150. IN ADDITION, CONCRETE SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: 2. CONCRETE PROPORTIONS SHALL BE ESTABLISHED FROM CONCRETE COMPRESSIVE STRENGTH TEST RECORDS FROM THE FACILITY THAT WILL SUPPLY CONCRETE FOR THIS PROJECT. TEST RECORDS SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF ACI 318 AND THE SPECIFICATIONS AND SHALL BE REFLECTIVE OF THE PERIOD OF THE YEAR DURING WHICH THE CONCRETE IS TO BE PLACED. CHANGING MATERIAL PROPORTION, PROPERTIES, SOURCES, COMBINATIONS, ADDITIONS OR ANYTHING WHICH IS A CHANGE IN THE APPROVED MIX DESIGN REQUIRES A NEW MIX DESIGN SUBMITTAL. 3. SLUMP AT THE POINT OF PLACEMENT SHALL NOT EXCEED AMOUNT SPECIFIED. DO NOT PLACE CONCRETE WITH SLUMP AND TEMPERATURE OUTSIDE THE LIMITS PROVIDE ON THE APPROVED MIX DESIGNS. USE OF CHLORIDES IN ANY ADMIXTURE IS NOT PERMITTED. SLUMP RANGE DOES NOT APPLY TO SUPERPLASTICIZED CONCRETE. 4. FLY ASH SHALL NOT BE USED AS A CONSTITUENT IN ARCHITECTURALLY EXPOSED CONCRETE. FLY ASH IS ALLOWED IN ALL OTHER NON-ARCHITECTURALLY EXPOSED CONCRETE. FLY ASH SHALL MEET ASTM C618 CLASS C OR F REQUIREMENTS. THE WEIGHT OF THE FLY ASH SHALL BE ADDED TO THE WEIGHT OF THE CEMENT IN THE CALCULATION OF WATER CEMENT RATIO. THE CONTRACTOR SHALL CONFIRM IN THE MIX DESIGN SUBMITTAL THAT THE USE OF FLY ASH WILL NOT INTERFERE WITH THE PERFORMANCE OF OTHER PRODUCTS AND MATERIALS THAT WILL BE IN CONTACT WITH THE CONCRETE. 5. AIR ENTRAINMENT IN NORMAL WEIGHT CONCRETE IS REQUIRED ONLY IN CONCRETE PERMANENTLY EXPOSED TO WEATHER CONDITIONS. AIR ENTRAINMENT IS REQUIRED FOR ALL EXPOSURE CONDITIONS FOR LIGHTWEIGHT CONCRETE. PERCENT AIR ENTRAINMENT SHALL BE 6% PLUS/MINUS 1.5%. DO NOT AIR- ENTRAIN INTERIOR FLOOR SLABS THAT RECEIVE HAND TROWEL FINISH OR POLISHED CONCRETE. 6. NON CHLORIDE ACCELERATING ADMIXTURE MAY BE USED IN CONCRETE SLABS PLACED AT AMBIENT TEMPERATURES BELOW 50 DEGREES FAHRENHEIT AT CONTRACTOR’S OPTION. 7. THE COMPRESSIVE STRENGTH OF GROUT BELOW BASE PLATES SHALL BE AT LEAST 7500 PSI. 8. CONTRACTOR MUST SUBMIT THE MIX DESIGN SUBMITTALS TO THE PROJECTS TESTING LABORATORY PRIOR TO SUBMITTING TO THE ARCHITECT AND/OR STRUCTURAL ENGINEER. 9. CISTERN BOTTOM SLAB AND WALLS MUST CONTAIN CRYSTALLINE WATERPROOFING ADMIXTURE (XYPEX = BASIS OF DESIGN PRODUCT) AND SHRINKAGE INHIBITING ADMIXTURE (SRA). USAGE GRADE BEAMS SLAB-ON-GROUND 28-DAY STRENGTH (PSI) 3,000 SLUMP (IN.) CONCRETE MIX MAX. AGG. SIZE (IN.) 3/4" 4,000 3-5 1" 3-5 CONDITION PROTECTION GRADE BEAMS & WALLS MID-SLAB 3 IN. BACKFILLED SIDES SLAB-ON-GROUND 2 IN. FORMED SIDES REINFORCING STEEL 1. ALL CONCRETE REINFORCEMENT SHALL BE NEW BILLET STEEL CONFORMING TO ASTM A615, GRADE 60. 2. REINFORCING STEEL THAT REQUIRES WELDING SHALL CONFORM TO ASTM A706, WITH GRADES AS SHOWN ABOVE. 3. ALL REINFORCING BARS SHALL BE LAPPED 40 BAR DIAMETERS (2'-0" MINIMUM) AT SPLICES UNLESS NOTED OTHERWISE ON PLANS OR DETAILS. DEVIATIONS IN SPLICE LOCATIONS AND LENGTHS ARE NOT ALLOWED UNLESS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. 4. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. ALL LAPS IN WELDED WIRE FABRIC SHALL BE ONE MESH PLUS TWO INCHES. 5. CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH ACI 315 AND ACI 318. 6. LAP SPLICES OF CONTINUOUS BEAM REINFORCEMENT SHALL BE MADE AT MIDSPAN FOR TOP BARS AND AT SUPPORTS FOR BOTTOM BARS. 7. PROVIDE CORNER BARS AT INTERSECTIONS OF WALLS, GRADE BEAMS AND STRIP FOOTINGS IN ACCORDANCE WITH THE TYPICAL DETAILS. BARS THAT HOOK AT DISCONTINUOUS ENDS SHALL HAVE THE HOOK PLACED HORIZONTALLY AT EXTERIOR CORNERS IN LIEU OF CORNER BARS. 8. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AS NOTED BELOW. REFER TO ACI 318 SECTION 20.6 FOR CONDITIONS NOT NOTED: ITEM ASTM SPECIFICATION TUBE STEEL (HSS) A500, GRADE C STEEL PIPE A53, GRADE B CHANNEL A36 ADHESIVE ANCHORS EXPANSION ANCHORS CONNECTION BOLTS ANCHOR BOLTS ITEM ESR-1917 & ESR-3785 (HILTI KB-TZ) ESR-3037 & ER-240 (SIMPSON STRONG-BOLT 2) ASTM F3125, GRADE A325 F1554, GRADE 55 ASTM SPECIFICATION ASTM F1554, GRADE 55 STRUCTURAL STEEL ANGLES, PLATES, MISC. STL. A36 1. STRUCTURAL STEEL SHAPES AND PLATES SHALL CONFORM TO THE FOLLOWING: 2. ALL BOLTS FOR STRUCTURAL STEEL MEMBERS SHALL CONFORM TO THE FOLLOWING: 3. STEEL BEAMS SHALL BE ERECTED WITH NATURAL CAMBER UP. 4. WHERE CAMBER OF STEEL BEAMS IS SPECIFIED ON THE PLANS, CAMBER OF STEEL BEAMS MUST COMPLY WITHIN LIMITS SET BY AISC. SUPPORT CAMBERED STEEL MEMBERS IN A MANNER THAT WILL NOT RESULT IN ANY LOSS OF CAMBER DURING SHIPPING AND HANDLING. THE TESTING LAB SHALL VERIFY THE SPECIFIED BEAM CAMBERS AT THE JOBSITE WITH THE BEAMS LYING FLAT ON THE GROUND (WEBS PARALLEL TO THE GROUND). BEAMS WHOSE CAMBER FALLS OUTSIDE THE TOLERANCE SHALL BE RETURNED TO THE SHOP FOR CORRECTION. 5. STEEL MEMBERS SHALL NOT BE SPLICED EXCEPT WHERE INDICATED ON THE DRAWINGS UNLESS APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. 6. BOLTS FOR STEEL BEAM AND COLUMN CONNECTIONS SHALL BE ¾” DIAMETER ASTM F 3125, GRADE A325-N HIGH-STRENGTH WITH HARDENED WASHERS, UNLESS NOTED OTHERWISE. ALL BOLTED CONNECTIONS ARE BEARING TYPE. ALL BOLTS SHALL BE TIGHTENED SNUG TIGHT, UNLESS NOTED OTHERWISE. 7. THE DESIGN OF THE STRUCTURAL STEEL CONNECTIONS, WHICH ARE NOT FULLY DETAILED IN THESE DRAWINGS, IS THE RESPONSIBILITY OF THE CONTRACTOR AND THE STEEL FABRICATOR. THE DESIGN OF THE CONNECTIONS SHALL BE PERFORMED BY A LICENSED PROFESSIONAL ENGINEER WORKING FOR THE FABRICATOR IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE AISC 303 - CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. 8. REFER TO THE SIMPLE SHEAR STEEL BEAM CONNECTION DETAIL FOR ADDITIONAL CONNECTION REQUIREMENTS AND INFORMATION. 9. UNLESS NOTED OTHERWISE, ALL MOMENT CONNECTIONS SHALL BE MADE WITH FULL PENETRATION WELDS AND SHALL BE DESIGNED TO DEVELOP THE FULL CAPACITY OF THE MEMBER. 10. PROVIDE DOUBLE NUTS AND DOUBLE WASHERS FOR STEEL COLUMN ANCHOR BOLTS TO ALLOW FOR ADJUSTMENT IN BASE PLATE ELEVATION. PROVIDE HIGH STRENGTH, NON SHRINK, NON METALLIC GROUT BELOW BASE PLATES. 11. ALL STRUCTURAL STEEL, EXCEPT EMBEDDED ITEMS, SHALL BE PAINTED WITH ONE SHOP COAT OF RUST INHIBITIVE PAINT. DO NOT PAINT TOP FLANGE OF COMPOSITE STEEL BEAMS OR SURFACE OF COLUMNS TO WHICH SHEAR STUD CONNECTORS WILL BE WELDED. 12. ALL STRUCTURAL STEEL AND CONNECTIONS EXPOSED TO WEATHER SHALL BE HOT DIP GALVANIZED G-90 COATING. COOLING TOWER GRILLAGE SHALL BE GALVANIZED WITH G-135 COATING. ANY DAMAGE TO THE GALVANIC MATERIAL DURING WELDING SHALL BE TOUCHED UP WITH GALVANIZING REPAIR PAINT. HIGH-ZINC-DUST-CONTENT PAINT FOR REGALVANIZING WELDS AND REPAIR PAINTING GALVANIZED STEEL WITH DRY FILM CONSTRAINING NOT LESS THAN 93 PERCENT ZINC DUST BY WEIGHT, AND COMPLYING WITH DOD-P-21035A OR SSPC-PAINT 20. 13. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS): WHERE NOTED ON PLANS OR BY THE ARCHITECT SHALL CONFORM TO AISC 303, SECTION 10. 14. LEDGER ANGLE FOR FASCIA BRICK SUPPORT SHALL BE INSTALLED SUCH THAT THE SWEEP OR CAMBER DOES NOT EXCEED 1/8 INCH DEVIATION FROM STRAIGHT LINE. WIDE FLANGE A992, GRADE 50 REINFORCING STEEL METAL DECK STRUCTURAL STEEL ITEM AWS D1.3 AWS D1.4 SPECIFICATION AWS D1.1 WELDING 1. WELDED CONSTRUCTION SHALL CONFORM TO THE FOLLOWING AMERICAN WELDING SOCIETY STANDARDS: 2. ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE E70XX, U.N.O. 3. ELECTRODES FOR WELDING OF REINFORCING STEEL SHALL BE E80XX. 4. ELECTRODES FOR WELDING OF METAL DECK SHALL CONFORM TO AWS D1.3. 5. WHEN WELDS ARE NOT CALLED OUT ON THE DRAWINGS, THEY ARE MINIMUM SIZE FILLET WELDS PER AWS D1.1. FILLET WELDS NOT SPECIFIED AS TO LENGTH ARE CONTINUOUS. 6. ALL GROOVE WELDS ARE FULL PENETRATION UNLESS NOTED OTHERWISE. 1. FOOTING DESIGNS ARE BASED UPON THE INFORMATION LISTED BELOW. REFER TO PLANS AND DETAILS FOR FOOTING DIMENSIONS AND REINFORCEMENT. ALLOWABLE BEARING PRESSURE: FOOTING BEARING DEPTH: 2. FOOTING CONSTRUCTION AND CONCRETING SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. FILL FOOTING EXCAVATIONS WITH CONCRETE AS SOON AS PRACTICAL, BUT NO LONGER THAN 12 HOURS AFTER THE START OF EXCAVATION. IF THE BEARING SOILS ARE SOFTENED BY SURFACE WATER ABSORPTION OR EXPOSURE TO THE ENVIRONMENT, CONTACT THE GEOTECHNICAL ENGINEER REGARDING RECOMMENDATIONS FOR RE-WORKING BEARING MATERIAL BENEATH FOOTINGS. 3. ALL FOOTINGS SHALL BE INSPECTED BY A REPRESENTATIVE OF A QUALIFIED GEOTECHNICAL LABORATORY IN ORDER TO INSURE THAT THE PROPER BEARING MATERIAL IS PRESENT BENEATH THE FOOTINGS AND HAS BEEN PREPARED IN ACCORDANCE WITH THE RECOMMENDATIONS GIVEN IN THE GEOTECHNICAL REPORT. 4. TEMPLATE SHALL BE UTILIZED TO SET DOWELS AND ANCHOR BOLTS IN FOOTINGS. DETAILS OF THE TEMPLATES SHALL BE PROVIDED IN THE FOOTING SHOP DRAWINGS. 5. THE EARTHWORK CONTRACT SHALL CONTAIN PROVISIONS FOR PENETRATION OR REMOVAL OF HARD ROCK AND OBSTRUCTIONS. 6. UTILITIES SHALL NOT BE LOCATED BELOW FOOTINGS AND SLEEVES ARE NOT PERMITTED THROUGH FOOTINGS. 7. FOOTING THICKNESS INDICATED IN THESE DRAWINGS ARE THE MINIMUM THICKNESSES REQUIRED FOR STRUCTURAL PERFORMANCE. IF ANY COLUMN ANCHOR BOLTS EXTEND WITHIN 3" OF BOTTOM OF FOOTING, THE CONTRACTOR SHALL LOWER THE BOTTOM OF FOOTING AS REQUIRED TO MAINTAIN 3" OF CONCRETE BELOW THE ANCHOR BOLTS. 8. THE CONTRACTOR SHALL VERIFY THAT NO UTILITIES ARE LOCATED WITHIN FOOTINGS UNLESS SPECIFICALLY DETAILED IN THESE DRAWINGS. FOOTINGS U S . S D . N V A I L R S G I I N BRADLEY CARVILLE 0-67914-1B D E E N R G E I T N S I E G E E R R salasobrien.com Project No: Registration: Project Number: Date: Project Engineer: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES New Orleans 541 Julia St., Suite 200 New Orleans, LA 70130 2250-00216 F-4111 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT CONFIDENTIAL THIS DRAWING AND ASSOCIATED DESIGN ELEMENTS ARE CONFIDENTIAL AND THE PROPERTY OF SALAS O'BRIEN, WHICH RETAINS ALL COMMON LAW, COPYRIGHT, STATUTORY AND OTHER RIGHTS THERETO. ANY UNAUTHORIZED USE, REUSE OR REPRODUCTION IS PROHIBITED. UNLESS OTHERWISE AGREED TO BY SALAS O'BRIEN, THIS DRAWING (AS WELL AS ANY COPIES) SHALL BE RETURNED TO SALAS O'BRIEN UPON REQUEST. 11/11/2025 11:31:26 AM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/Westin St John CAPEX Projects_STRUCTURE_R24.rvt 11/14/2025 BC STRUCTURAL INFORMATION S1.10 11/14/2025 CONCRETE MASONRY UNITS 1. THE MASONRY DESIGN HAS BEEN BASED ON A PRISM STRENGTH, f'm = 2,500 psi (TYP, U.N.O.) AND f'm = 2,000 psi (TYP AT INTERIOR PARTITIONS). 2. HOLLOW CONCRETE MASONRY UNITS SHALL MEET ASTM C90, NORMAL WEIGHT, MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi ON THE NET AREA OF THE BLOCK. 3. CMU MORTAR SHALL MEET ASTM C270. PROVIDE TYPE N MORTAR FOR INTERIOR PARTITIONS ONLY, TYPE S FOR ABOVE-GRADE EXTERIOR WALLS AND TYPE M FOR BELOW GRADE WALLS. 4. CMU GROUT SHALL MEET ASTM C476 AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH THAT MEETS OR EXCEEDS f'm AT 28 DAYS (2,000 psi MINIMUM). AGGREGATE SIZE SHALL NOT EXCEED 1/2 INCH. 5. HORIZONTAL JOINT REINFORCEMENT SHALL CONFORM TO ASTM A951. 6. REINFORCE CMU WALLS AND PROVIDE FOUNDATION DOWELS PER DETAILS. LAP VERTICAL BARS PER MASONRY LAP SCHEDULE UNLESS NOTED OTHERWISE. LAP HORIZONTAL JOINT REINFORCEMENT MIN. 12 INCHES AND PROVIDE CORNER AND TEE PIECES. 7. PLACE REINFORCEMENT PRIOR TO GROUTING, AND SECURE VERTICAL REINFORCEMENT WITH POSITIONERS. 8. GROUT VERTICAL CELLS, BOND BEAMS AND LINTELS AS DETAILED. 9. LOCATE VERTICAL CONTROL JOINTS IN CMU WALLS AT MAX. 20 ft. ON CENTER (COORDINATE WITH THE ARCHITECTURAL DRAWINGS FOR LOCATIONS). DISCONTINUE HORIZONTAL JOINT REINFORCEMENT AND BOND BEAM REINFORCEMENT AT CONTROL JOINTS. DO NOT DISCONTINUE LINTEL REINFORCING. 1. REFER TO DRAWINGS FOR DECK TYPES, THICKNESS AND ATTACHMENT PATTERNS. 2. ALL STEEL DECK SHALL COMPLY WITH STEEL DECK INSTITUTE (SDI) SPECIFICATIONS. 3. THE METAL DECK IS REQUIRED TO ACT AS A DIAPHRAGM. REFER TO THE DIAPHRAGM FASTENER DIAGRAM AND/OR SCHEDULE FOR REQUIRED ATTACHMENT PATTERN. 4. ALL METAL DECKING SHALL BE GALVANIZED WITH G60 COATING CONFORMING TO ASTM 924. 5. COORDINATE METAL DECK LENGTH WITH THE FINAL JOIST AND BEAM LAYOUT, THE FINAL JOIST AND BEAM LAYOUT CAN BE DIFFERENT THAN THAT SHOWN IN THE CONTRACT DRAWINGS DEPENDING ON WHETHER THE JOIST BEARING SEATS ARE BUTTED OR LAPPED. THE JOIST LOCATIONS SHOWN IN THE CONTRACT DRAWINGS DO NOT ACCOUNT FOR THE SMALL DIFFERENCE IN JOIST LOCATION DUE TO THE VARIOUS JOIST BEARING CONDITIONS THAT COULD EXIST IN THE FIELD. 6. SHEET STEEL FOR DECK AND ACCESSORIES SHALL CONFORM TO ASTM A653-94 STRUCTURAL QUALITY WITH A YIELD STRENGTH OF 33 KSI. 7. STEEL DECK ATTACHMENTS INDICATED IN THE DRAWINGS ARE THE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. DECK SUPPLIER SHALL COORDINATE WITH THE SPECIFICATIONS AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS SUCH AS FACTORY MUTUAL (FM) OR UNDERWRITERS LABORATORY (UL) REQUIREMENTS. 8. THE METAL DECK IS DESIGNED TO BE CONTINUOUS OVER THREE OR MORE SPANS. THE METAL DECK SUPPLIER SHALL ADJUST THE THICKNESS OR GAUGE OF THE DECK AT LOCATIONS WHERE SINGLE OR DOUBLE SPAN CONDITIONS ARE PROVIDED. DECK SHALL BE DESIGNED TO PROVIDE EQUIVALENT OR GREATER LOAD CAPACITY AS THE SPECIFIED DECK SUPPORTED OVER THREE CONTINUOUS SPANS. 9. SUSPENDED CEILINGS, LIGHT FIXTURES, DUCTS, OR OTHER UTILITIES SHALL NOT BE SUPPORTED BY DECKS WITHOUT CONCRETE TOPPING. METAL DECK U S . S D . N V A I L R S G I I N BRADLEY CARVILLE 0-67914-1B D E E N R G E I T N S I E G E E R R salasobrien.com Project No: Registration: Project Number: Date: Project Engineer: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES New Orleans 541 Julia St., Suite 200 New Orleans, LA 70130 2250-00216 F-4111 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT CONFIDENTIAL THIS DRAWING AND ASSOCIATED DESIGN ELEMENTS ARE CONFIDENTIAL AND THE PROPERTY OF SALAS O'BRIEN, WHICH RETAINS ALL COMMON LAW, COPYRIGHT, STATUTORY AND OTHER RIGHTS THERETO. ANY UNAUTHORIZED USE, REUSE OR REPRODUCTION IS PROHIBITED. UNLESS OTHERWISE AGREED TO BY SALAS O'BRIEN, THIS DRAWING (AS WELL AS ANY COPIES) SHALL BE RETURNED TO SALAS O'BRIEN UPON REQUEST. 11/11/2025 11:31:26 AM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/Westin St John CAPEX Projects_STRUCTURE_R24.rvt 11/14/2025 BC STRUCTURAL INFORMATION S1.11 11/14/2025 Catch Basin Top of Grate Elev.-10.02 28"cmp N.W. Invert Elev.-5.75 S.E. Invert Elev.-5.77 28"cmp Stone Planter Wall Planter Retail Shops Building Planter Planter Planter Planter Planter Planter Executive Offices Palm Plaza Shopping Center Building Basketball Court (not located this survey) Pickleball Courts (not located this survey) Tennis Courts Estimated center of gut Estimated center of gut Estimated center of gut Estimated center of gut Estimated center of gut Top of Bank Top of Bank Top of Bank Top of Bank Top of Bank 9.01 TOP.WALL 12.01 TOP.WALL 12.98 TOP.WALL 12.01 TOP.WALL 13.11 TOP.WALL 13.38 TOP.WALL 14.03 TOP.WALL 15.02 TOP.WALL 15.04 TOP.WALL 16.02 TOP.WALL 16.02 TOP.WALL 19.51 TOP.WALL 13.17 TOP.WALL 13.98 TOP.WALL 19.52 TOP.WALL 14.88 FINISH FLOOR ELEVATION Remainder of Parcel No. 300A (Refer To A9-315-T85) Pcl. No. 275 (D9-3037-T85) Pcl. No. 260 (D9-3037-T85) Parcel No. 7 (D9-498-T59) (D9-485-T58) Remainder of Parcel No. 300A (Refer To A9-315-T85) Parcel No. 6C (D9-7090-T002) Parcel No. 6B (D9-7090-T002) Parcel No. 6 Rem. (D9-7090-T002) 20' Access R.O.W. (D9-498-T59) & (D9-485-T58) T RUZ Remainder of Parcel No. 300A (Refer To A9-315-T85) Catch Basin Top of Grate Elev.-7.18 Catch Basin Top of Grate Elev.-8.27 Curb Inlet Top of Grate Elev.-6.31 Invert Inaccessible Catch Basin Top of Grate Elev.-8.63 Catch Basin Top of Grate Elev.-8.21 Catch Basin Top of Grate Elev.-6.85 12" cmp 28"cmp N.W. Invert Elev.-4.77 S.E. Invert Elev.-4.82 12"cmp N.E. Invert Elev.-6.12 S.W. Invert Elev.-7.09 Structure Invert Elev.-5.28 N.W. Invert Elev.-3.91 S.E. Invert Elev.-3.87 N.E. Invert Elev.-4.08 12"cmp 12"cmp N.E. Invert Elev.-4.76 S.W. Invert Elev.-4.64 12" cmp Catch Basin Top of Grate Elev.-6.81 Invert S.W. 12"cmp-4.66 12"cmp Catch Basin Top of Grate Elev.-8.16 Structure Invert Elev.-6.21 Rip-Rap onut F.F. Elev. 14.85 Ft. F.F. Elev. 6.32 Ft. F.F. Elev. 8.13 Ft. F.F. Elev. 8.86 Ft. Stamped Concrete Walkway Stamped Concrete Stamped Concrete Stamped Concrete Stamped Concrete Gate Stamped Concrete Tennis Courts Stamped Concrete Walkways Planter Stamped Concrete Parking Parking Parking Parking Fitness Center Planter Natural Gut Stamped Concrete Conference Center Pump A/C Pad A/C F.F. Elev. 8.41 Ft. Wall Step Wall Step Wall Step Wall Step Wall Step Wall Step Masonry Wall Edge of Water Building Covered Area Storage Trailer Storage Trailer Storage Trailer Storage Trailer Planter Gravel Parking Grass Control Box Inlet Inlet Pad Gen. Stamped Concrete Walkway Planter Planter Wall Step Box Bollards (typ.) Planter 8" PVC Pipe Gravel Parking Headwall & Culvert Outfall Covered Deck 8"PVC Pipe Gravel Parking Parking 8" PVC Pipe Masonry Wall Container Container Wall Step Gravel Parking Concrete Maintenance Area Covered Building Concrete Concrete Drive Concrete Parking Planter Planter Planter Inlet Slabs Concrete Inlet Tank Tank Tank Grass Gravel Parking Loading Dock Concrete Drive Concrete Drive Concrete Top Bank Bottom Bank Natural Gut Natural Gut Bollards Pump Generators on Slab Inlet Concrete Drive Covered Covered Concrete Work Area Maintenance Building Container Concrete Maintenance Area Maintenance Building Covered Area Maintenance Building Maintenance Building Concrete Maintenance Area Gate Natural Gut Marsh Area Elevated Slabs Slab Slab Wall Wall Gravel Parking Gravel Gravel Inlet Light Pole Light Pole Light Pole Light Pole Light Pole Light Pole Light Pole Light Pole Control Box Stamped Planter Concrete Planter Parking Stamped Concrete Parking Deli Light Pole Planter Planter Concrete Slab Concrete Slab Meters Gate Planter Planter Grass Grass Grass Grass Building 6" PVC Pipe Slab Control Box in Slab Steps Marsh Area Light Pole Light Pole Slab Masonry Wall Masonry Wall Shed Headwall & Culvert Outfall Gate Gate Light Pole Light Pole Gate Light Pole Slab Control Box Light Pole FOUND FOUND 1.8' S.E. 6.3 FNDLCNLD 105 10.00 FNDLCNLD 149 9.65 FNDLCNLD 150 13.93 TREE.8" TREE.8" TREE.8" TREE.8" TREE.8" TREE.42" 8.8 7.9 8.2 8.4 7.9 8.3 7.8 7.3 6.9 7.1 6.6 18.2 7.6 6.9 7.1 6.3 6.6 6.9 TREE.16" 8.2 7.1 9.2 7.7 10.8 TREE.14" TREE.18" TREE.14" 7.6 7.5 8.0 7.8 6.4 6.5 7.1 7.0 10.5 11.3 11.2 11.5 8.7 9.5 11.3 11.5 11.9 11.9 11.5 10.5 10.4 11.3 12.1 12.0 11.7 10.0 10.2 11.5 11.811.8 12.3 10.6 12.2 12.4 11.1 9.2 8.8 7.4 7.9 7.6 8.8 TREE.16" 8.6 7.2 7.5 6.7 7.0 8.6 6.9 7.2 7.4 7.9 9.3 TREE.14".COCONUT 9.3 11.0 12.1 12.0 10.8 8.0 9.1 10.3 11.8 12.1 9.9 8.7 9.2 9.5 12.0 12.5 12.4 10.5 9.5 TREE.6".X2 9.5 9.5 11.2 12.5 12.5 11.0 10.3 12.6 12.8 12.8 12.4 TREE.12" 12.9 13.4 13.3 TREE.8"K.X2 8.9 TREE.6"TREE.6" TREE.6".GS TREE.12".K.TREE.10"K.X2.6"K.X3 8.9 8.9 9.9 10.8 13.8 TREE.8".K TREE.8".K 9.5 13.1 TREE.8" 13.4 TREE.12".PALM 14.5 15.8 14.3 14.4 12.4 12.6 TREE.18" 11.8 12.5 10.7 10.2 13.2 13.9 11.0 11.2 14.0 10.4 11.4 11.9 12.3 14.9 10.0 10.9 12.9 13.0 10.2 9.8 10.0 10.9 10.2 9.6 10.0 10.2 9.7 9.9 9.6 9.8 9.8 9.3 TREE.14".COCONUT 9.6 9.5 9.3 9.5 9.2 8.6 8.9 8.9 9.3 9.3 9.6 10.1 10.5 11.2 19.9 17.3 18.4 18.2 15.5 16.1 16.2 15.7 15.5 TREE.10"K 13.1 10.7 12.6 10.3 12.0 10.3 9.8 11.2 9.8 9.8 10.5 10.8 10.2 9.7 6.8 9.4 9.9 8.6 8.2 7.0 4.7 7.5 7.5 7.8 8.0 8.3 8.5 8.3 8.4 7.8 8.2 7.0 6.9 6.4 5.7 6.1 6.2 TREE.16" FND.CONC.CMON 421 13.76 FND.RBRC.EG 438 10.81 4.6 5.2 4.9 5.2 4.4 4.0 4.0 3.6 3.4 FND.IPC 448 11.91 3.5 4.0 3.2 TREE.16" 3.1 4.3 TREE.8".X23.0 6.3 4.4 6.9 10.4 10.8 12.3 12.4 11.1 9.1 5.4 4.7 8.7 10.8 12.4 12.3 10.5 8.9 5.0 11.4 12.3 8.6TREE.14" 10.6 12.2 9.6 5.3 11.1 12.0 TREE.14" TREE.8"K 9.3 12.1 12.0 10.4 7.5 11.1 12.0 8.0 4.2 3.7 TREE.14".COCONUT TREE.14".COCONUT.X2 4.0 2.9 3.2 4.6 4.7 5.2 5.3 5.0 4.2 5.1 5.3 5.3 5.6 3.4 3.6 5.4 5.7 5.0 4.4 3.8 4.2 5.6 3.5 TREE.14" 4.1 7.0 7.0 7.1 7.7 6.8 6.9 7.1 7.1 7.1 7.2 7.1 7.1 6.9 6.8 6.6 6.7 6.5 7.0 7.0 9.8 6.5 6.6 6.5 6.7 6.5 6.4 8.0 7.8 7.5 7.7 7.6 7.3 7.5 6.9 6.9 6.8 6.9 8.3 8.2 8.2 8.2 8.6 8.7 8.9 8.8 8.2 8.3 8.3 8.3 6.8 6.8 6.9 7.1 7.8 7.8 8.0 8.2 8.5 8.4 8.6 8.6 8.8 8.8 8.8 TREE.12".BASE 8.3 TREE.14" 9.5 9.3 9.4 9.5 10.0 9.9 9.7 9.7 8.1 8.3 7.4 7.4 7.5 7.6 7.6 7.7 7.9 7.9 8.0 8.1 8.2 8.2 8.3 8.5 8.4 8.5 8.7 8.8 8.8 8.8 8.7 8.6 8.5 8.5 8.6 8.5 8.5 8.3 8.2 8.1 8.0 7.9 7.9 7.6 7.5 7.3 7.2 7.1 7.0 7.7 7.5 7.4 7.3 7.3 7.3 7.5 7.6 7.4 7.6 8.0 8.1 7.6 7.3 7.5 7.7 7.9 7.9 6.9 8.0 7.4 7.5 7.5 7.5 7.7 7.8 7.8 7.8 7.7 7.6 7.5 7.6 7.4 6.9 7.6 8.0 7.8 7.3 7.6 7.8 7.6 7.6 7.3 7.5 7.6 7.6 7.9 7.7 7.8 7.5 7.3 7.4 7.3 7.3 7.5 7.5 7.6 7.5 7.2 7.5 7.3 7.3 7.1 7.2 7.0 7.3 7.2 7.3 7.1 7.2 7.2 7.8 7.3 7.7 7.5 8.1 8.4 8.7 9.3 9.2 9.0 8.4 8.2 8.1 7.3 7.3 7.3 8.2 8.1 7.6 7.8 7.9 7.7 7.5 7.6 7.6 7.7 7.6 7.3 7.8 8.0 7.9 7.6 7.5 PLANTER 7.19 7.3 6.8 7.4 7.2 7.2 7.0 7.5 8.2 8.2 8.0 7.7 7.8 8.2 8.3 8.7 8.6 7.8 8.0 8.7 8.8 8.4 TREE.8".PLAM 8.5 9.0 9.0 9.5 9.2 9.4 8.9 TREE.12".COCONUT 9.3 9.1 9.3 9.5 9.2 9.1 9.1 8.9 8.4 8.3 7.8 7.9 8.1 PLANTER 8.29 8.2 8.7 PLANTER 8.44 9.1 9.2 8.0 7.8 7.7 7.6 7.5 7.6 7.8 8.1 8.1 7.7 7.6 8.1 8.1 8.6 8.5 8.9 8.9 9.2 9.3 9.4 9.6 9.5 9.4 9.8 9.8 9.6 9.6 9.7 9.7 9.8 9.8 10.0 10.0 9.9 9.9 9.9 9.9 9.8 9.9 9.7 9.7 9.6 9.7 9.5 9.4 9.5 9.5 9.5 9.6 9.7 9.8 9.7 9.7 9.5 9.5 9.3 9.2 8.8 8.8 8.6 8.6 8.2 8.3 7.7 7.6 7.7 7.6 7.7 7.9 8.0 8.0 8.1 8.2 8.3 8.3 8.5 8.6 8.6 8.7 8.8 8.8 9.0 9.0 9.3 9.1 8.9 8.9 8.9 8.9 9.2 9.3 9.3 9.5 9.4 9.4 9.2 9.1 8.9 9.1 9.3 9.0 9.2 9.3 9.1 9.6 8.9 8.8 8.7 8.8 8.6 8.6 8.6 8.6 8.3 8.0 8.2 7.9 7.1 6.5 6.9 7.5 7.3 7.4 7.3 7.4 7.4 7.8 7.8 8.0 8.4 7.5 8.3 7.4 7.4 9.1 8.9 8.9 8.9 9.2 9.1 8.9 8.9 8.8 8.7 8.7 8.6 8.8 8.6 8.5 8.5 8.4 8.3 8.1 8.1 8.2 8.0 7.6 7.4 7.4 7.2 7.5 7.7 7.9 7.9 8.0 7.9 8.1 8.2 8.3 8.4 8.4 8.6 8.8 8.9 8.9 8.8 10.1 10.2 10.1 10.1 9.8 9.9 9.8 9.8 9.6 9.6 9.6 9.5 9.7 9.7 9.4 9.7 10.3 9.7 9.2 9.8 9.5 9.6 9.4 9.2 9.1 8.8 8.6 8.4 8.0 8.3 7.9 7.8 8.1 7.8 7.9 7.9 7.7 7.3 7.4 7.4 7.3 7.8 7.6 8.0 8.0 8.0 8.3 8.3 8.5 8.6 8.7 8.7 8.8 9.0 8.5 8.3 8.3 8.5 8.4 7.9 6.9 7.6 7.2 7.1 7.4 7.9 8.1 8.5 8.8 9.3 9.6 9.4 9.8 9.4 9.3 8.6 TREE.10".PLAM TREE.10".PLAM TREE.10".PLAM 10.2 9.8 9.8 10.0 10.1 10.3 10.5 10.0 10.0 9.8 9.9 10.1 10.1 9.8 9.7 9.5 9.5 9.3 9.1 9.0 9.1 9.1 9.2 9.2 9.0 8.9 9.0 9.2 9.6 9.6 9.7 9.8 9.7 9.8 9.5 9.4 9.5 9.4 9.3 9.2 10.0 10.0 10.0 10.0 10.1 10.2 10.2 10.3 10.3 10.4 10.3 10.3 10.1 10.1 10.1 10.0 9.8 9.7 9.4 9.4 9.2 9.3 9.6 9.6 9.8 9.8 9.3 9.7 9.6 9.5 9.6 9.7 9.8 9.8 9.8 9.3 9.4 9.9 10.0 10.1 10.2 9.5 9.8 10.4 10.3 10.5 10.5 10.6 10.7 10.0 9.9 10.4 10.4 10.4 10.5 9.9 9.9 10.5 10.5 10.6 10.7 10.6 10.6 10.1 9.9 10.6 10.4 9.99.9 10.0 9.9 10.4 10.3 10.3 10.1 10.1 9.6 9.6 9.6 9.5 9.4 10.1 10.3 10.2 10.1 10.1 10.3 10.4 10.4 10.3 10.6 10.4 10.5 10.3 11.0 TREE.10".PLAM TREE.10".PLAM TREE.10".PLAM 10.0 10.5 9.9 10.2 10.0 10.5 10.0 10.2 10.1 9.8 10.0 10.5 10.6 10.2 10.1 10.0 9.9 9.8 10.0 10.0 10.0 9.9 9.9 9.8 9.7 9.5 9.5 9.4 9.6 9.5 9.6 9.7 9.6 9.5 9.7 9.5 9.7 9.8 10.1 10.1 10.1 9.9 10.3 10.3 10.5 10.6 10.5 10.4 10.4 10.3 10.3 10.1 10.2 10.6 10.5 10.4 10.7 10.4 10.4 10.5 10.5 10.4 10.3 10.3 10.2 10.2 10.2 10.2 10.1 10.1 10.2 10.2 10.2 10.1 10.0 10.1 10.2 10.8 10.8 10.7 10.5 10.5 10.5 10.5 10.9 10.9 10.9 10.9 10.4 10.5 11.0 10.9 11.0 10.6 10.5 10.4 10.4 10.5 10.6 10.6 10.3 10.6 10.6 9.8 9.7 10.1 10.0 10.4 11.2 11.0 TREE.4".PLAM TREE.4".PLAM TREE.4".PLAM TREE.4".PLAM TREE.12".COCONUT TREE.10".PLAM TREE.14".COCONUT 10.8 10.7 10.5 10.4 10.5 10.8 TREE.10".PLAM TREE.10".PLAM TREE.10".PLAM TREE.12".COCONUT 10.3 10.1 10.3 9.8 10.2 10.3 10.9 11.1 11.5 11.8 11.1 11.5 11.0 10.7 10.6 10.9 11.2 TREE.12".COCONUT TREE.4".PLAM TREE.4".PLAM TREE.4".PLAM TREE.4".PLAM 11.2 10.8 11.1 10.9 11.1 11.1 11.4 11.1 11.2 11.2 11.1 11.1 11.1 11.1 10.9 11.0 10.9 10.9 10.9 11.1 11.1 11.0 11.0 10.7 10.8 10.9 10.9 10.9 10.8 10.9 10.8 10.4 10.2 10.8 10.8 10.0 10.0 10.1 10.1 10.2 10.2 10.2 10.3 10.4 10.4 10.4 10.5 10.4 10.3 10.4 10.4 10.4 10.3 10.4 10.4 10.6 10.6 10.6 10.5 10.8 10.8 11.3 10.9 9.9 9.9 10.0 9.9 9.9 10.6 10.7 9.0 10.9 11.0 10.8 10.8 10.6 10.5 10.8 10.5 TREE.12".COCONUT TREE.4".PLAM TREE.4".PLAM TREE.4".PLAM TREE.4".PLAM 10.6 10.8 TREE.10".PLAM 10.8 10.7 10.6 10.4 10.1 10.1 10.0 9.8 10.2 10.0 10.3 10.2 10.1 10.2 10.2 10.2 10.3 10.4 10.5 10.5 10.6 10.6 10.6 10.7 10.6 10.6 10.8 10.6 10.6 10.5 10.5 10.6 10.7 10.4 11.5 10.6 11.1 11.0 10.3 10.5 10.5 9.4 10.2 10.1 10.1 8.4 9.3 9.6 9.3 8.9 11.1 11.0 10.7 10.2 10.9 11.1 10.4 10.3 10.8 10.4 11.3 10.9 10.7 10.2 10.1 10.6 TREE.12".COCONUT 11.0 11.1 11.0 10.9 10.7 11.2 10.6 10.4 9.6 11.1 11.0 11.4 12.1 12.7 12.7 12.8 14.3 12.2 12.9 12.9 12.5 12.1 11.8 12.1 11.3 11.2 11.7 11.5 11.5 11.5 11.5 11.3 11.5 12.1 10.3 11.2 12.5 11.9 12.9 12.7 9.5 9.3 9.0 9.0 8.9 9.4 10.8 10.8 8.7 8.7 10.3 10.2 11.4 11.3 9.5 12.8 13.9 13.3 13.3 13.5 13.2 13.7 13.1 12.8 12.9 12.7 12.3 12.2 12.5 12.7 12.6 12.8 12.8 13.2 TREE.30" TREE.24".TREE.18" TREE.36" 9.6 9.5 10.3 13.0 12.9 12.0 12.0 12.3 12.6 12.2 11.4 12.0 12.0 11.2 10.8 11.2 10.4 10.0 10.0 9.6 9.6 9.1 9.3 9.3 8.8 8.6 TREE.24" TREE.18" 8.0 8.7 12.7 9.1 9.0 8.7 8.8 8.4 8.2 8.6 8.3 TREE.24" 8.5 8.0 8.4 9.1 9.5 9.3 9.1 9.7 TREE.18".BASE 9.6 9.6 9.3 9.3 9.2 9.1 8.99.09.0 9.2 9.1 9.6 9.4 9.5 9.2 9.4 9.6 9.5 9.7 9.7 9.8 9.7 9.8 9.7 9.6 9.6 9.4 9.4 9.4 9.8 10.0 9.8 9.6 10.2 10.4 10.7 11.2 11.7 12.0 11.9 11.3 11.3 10.9 10.6 10.0 10.3 10.5 10.3 10.6 10.0 9.4 9.0 9.8 9.6 9.5 TREE.24" 7.3 7.0 7.3 7.3 7.2 TREE.10" TREE.18" TREE.10" TREE.18" TREE.8" TREE.8" TREE.18" TREE.8" TREE.30" 9.8 10.0 10.0 TREE.30" 10.7 9.7 9.8 4.9 10.9 11.2 11.4 11.5 11.4 11.6 11.5 11.3 10.8 10.6 10.1 10.6 11.4 12.5 12.4 12.7 12.5 11.4 11.2 11.5 11.7 12.5 12.8 12.6 12.9 12.8 12.3 12.3 12.5 12.6 12.1 14.4 12.2 12.5 12.4 12.7 12.7 12.7 12.5 12.5 12.5 12.3 12.3 12.2 14.8 12.9 13.2 12.9 14.0 14.615.6 12.9 11.7 14.2 13.6 13.8 13.6 13.7 14.0 13.7 13.5 13.9 14.0 14.1 13.9 13.7 BLDG 14.06 13.6 13.7 13.7 13.8 13.9 14.1 14.2 14.0 13.9 14.0 14.0 13.9 13.9 13.7 14.0 14.2 14.2 14.3 14.4 14.0 14.1 14.1 14.1 14.5 14.3 14.4 14.5 14.4 14.4 14.4 14.4 14.3 14.3 14.5 14.5 14.4 14.4 14.7 14.9 14.1 13.9 14.4 14.4 14.6 14.5 14.4 14.4 14.4 14.2 14.2 14.3 14.2 14.2 13.8 13.7 13.9 13.9 14.0 14.0 13.7 13.8 13.9 13.9 13.9 15.0 15.0 15.0 15.0 15.0 14.9 14.9 15.0 14.9 14.9 14.9 14.8 14.3 14.3 14.2 14.2 14.2 14.3 14.414.4 14.5 14.5 14.4 14.2 14.5 14.5 14.4 13.7 13.2 13.1 13.4 13.6 13.9 14.0 14.3 14.3 14.3 14.5 14.6 15.3 15.4 15.3 15.3 14.9 14.8 16.8 16.5 14.2 16.2 15.8 14.0 13.4 13.1 13.1 13.2 13.2 13.0 13.1 13.2 13.3 13.1 13.1 13.0 13.1 13.2 12.7 13.0 13.0 11.2 11.7 11.8 11.5 11.5 8.7 8.6 11.1 13.1 13.1 13.1 13.2 13.1 13.2 13.6 13.5 13.6 13.5 13.0 12.7 13.2 12.6 12.7 13.0 12.3 11.6 13.9 13.4 11.4 11.8 10.8 11.1 11.2 11.0 11.1 10.7 9.9 9.7 9.7 9.1 9.2 9.7 9.7 9.7 9.6 9.4 9.5 9.4 9.4 9.5 9.5 9.5 9.5 9.5 9.5 9.6 9.6 9.6 9.7 15.7 14.8 14.714.3 13.9 13.8 13.8 14.1 13.5 13.8 14.1 14.4 14.0 14.0 13.8 13.7 13.7 13.8 13.9 13.8 13.7 13.2 13.5 13.9 14.2 14.4 14.5 14.5 14.6 14.7 14.4 14.3 14.6 14.1 13.8 13.9 14.0 14.3 14.3 14.5 14.9 14.7 13.6 9.2 8.4 7.4 7.2 8.2 7.9 7.9 8.1 8.3 9.1 7.4 7.2 7.3 7.3 7.2 7.3 7.1 7.6 7.6 7.5 7.4 7.2 7.3 7.4 7.4 7.4 7.3 7.3 7.5 7.4 7.5 7.6 7.7 7.6 7.7 7.8 7.7 7.5 7.7 8.4 7.8 7.8 7.7 7.7 7.7 7.8 7.7 7.6 7.6 7.6 7.5 7.5 7.4 7.4 7.5 7.5 7.4 7.8 7.9 8.2 8.2 8.1 9.4 7.1 6.8 6.8 6.8 6.8 6.8 6.7 6.6 6.3 6.2 6.0 5.8 6.0 6.5 6.8 7.1 7.6 7.4 7.5 7.3 7.2 7.1 6.8 6.4 6.8 7.1 7.1 7.3 7.1 7.3 7.2 7.3 7.4 7.6 7.7 7.5 7.6 6.5 6.5 6.5 7.6 7.4 7.5 7.2 7.2 7.2 7.0 6.9 6.4 6.5 6.7 6.8 7.0 6.8 6.8 7.1 8.4 7.6 7.5 7.5 7.7 7.5 7.4 7.5 7.4 7.4 7.5 7.3 7.3 7.4 7.5 7.4 7.5 7.5 7.5 7.4 7.7 7.7 7.6 7.2 6.6 6.4 6.4 6.3 6.3 6.3 6.2 6.2 6.5 6.6 6.6 6.8 7.2 7.4 6.8 6.9 7.1 7.2 8.0 7.6 TREE.12".MANPO 8.4 8.2 8.1 8.7 6.9 6.7 5.8 6.1 6.3 7.0 6.2 6.2 8.1 6.2 7.6 5.9 6.1 6.1 6.4 7.0 10.5 9.0 7.1 9.3 9.5 10.5 8.8 8.1 10.0 7.0 11.0 10.1 7.5 10.9 10.2 11.1 11.4 9.2 11.6 11.3 9.4 7.8 7.3 6.3 6.5 7.1 7.5 7.2 9.2 TREE.8" 9.3 9.1 3.9 5.8 5.3 5.4 6.4 TREE.18" 8.5 TREE.18" TREE.18" TREE.18" 7.0 5.2 TREE.14" 5.7 5.2 TREE.14" TREE.10" TREE.8" 5.1 6.4 5.0 TREE.14".PLAM 5.3 6.0 8.5 6.9 5.3 TREE.PALM 5.9 8.1 6.4 9.8 7.4 9.8 TREE.8".K TREE.8".K 9.0 12.5 TREE.10".K.X2 7.3 11.2 8.0 3.5 11.9 TREE.12".TRP 6.0 5.5 TREE.12".X2 13.1 TREE.16".TREE.14" 10.4 7.5 7.2 TREE.12" TREE.14".TREE.10" 4.1 4.0 3.7 8.1 TREE.12".TREE.10" 4.4 11.1 10.0 2.7 6.0 8.6 TREE.12".COCONUT 11.7 12.7 TREE.12".COCONUT 9.1 FND.RBR 2524 7.94 7.9 8.0 7.1 7.2 7.1 7.0 8.0 8.0 7.8 7.1 10.2 9.0 6.2 7.9 7.2 7.0 6.6 7.2 6.6 6.6 6.7 7.3 6.4 6.2 5.8 5.9 7.2 7.1 BLDG.EC 8.22 6.6 6.6 6.8 7.0 7.0 7.0 6.6 8.0 6.5 6.8 7.1 7.1 6.7 6.9 7.1 7.3 5.5 TREE.8".GS TREE.10".GS 0.6 3.1 3.0 0.6 3.6 1.2 4.2 1.7 3.5 4.4 2.6 2.6 2.6 1.7 0.5 0.9 0.9 0 8 0.7 0.8 0.8 1.1 1.4 2.3 2.2 1.6 3.7 14.3 4.4 0.7 11.5 5.6 2.1 7.4 2.5 U W V U U MH S VAULT RO PLANT _________________ S2.11 3 _________________ S2.11 1 CISTERN U S . S D . N V A I L R S G I I N BRADLEY CARVILLE 0-67914-1B D E E N R G E I T N S I E G E E R R salasobrien.com Project No: Registration: Project Number: Date: Project Engineer: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES New Orleans 541 Julia St., Suite 200 New Orleans, LA 70130 2250-00216 F-4111 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT CONFIDENTIAL THIS DRAWING AND ASSOCIATED DESIGN ELEMENTS ARE CONFIDENTIAL AND THE PROPERTY OF SALAS O'BRIEN, WHICH RETAINS ALL COMMON LAW, COPYRIGHT, STATUTORY AND OTHER RIGHTS THERETO. ANY UNAUTHORIZED USE, REUSE OR REPRODUCTION IS PROHIBITED. UNLESS OTHERWISE AGREED TO BY SALAS O'BRIEN, THIS DRAWING (AS WELL AS ANY COPIES) SHALL BE RETURNED TO SALAS O'BRIEN UPON REQUEST. 11/11/2025 11:31:27 AM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/Westin St John CAPEX Projects_STRUCTURE_R24.rvt 11/14/2025 BC FOUNDATION PLAN OVERALL S2.10 11/14/2025 NORTH PLAN 1" = 30'-0" FOUNDATION PLAN OVERALL 1 PRIMING SYSTEM PAD PUMP PAD PUMP PAD PUMP PAD SUMP PIT FINISHED FLOOR ELEVATION -3'-0" FINISHED FLOOR ELEVATION -4'-0" FLOOR SLOPE 1% TYP. TYP. TYP. TYP. TYP. TYP. TYP. PLAN NOTES 1. FINISHED FLOOR ELEVATION = T.O. CONCRETE SLAB = 0' - 0" = EL. 14.6' UNLESS NOTED OTHERWISE. REFER TO ARCHITECTURAL OR CIVIL DRAWINGS FOR DATUM ELEVATION. 2. COORDINATE ALL WORK THIS SHEET WITH THE STRUCTURAL NOTES ON SHEET S1 SERIES AND WITH THE PROJECT SPECIFICATIONS. 3. REFER TO SHEET S3 SERIES FOR FOUNDATION DETAILS. 4. CONCRETE FLOOR SLAB OVER MOISTURE RETARDER PER GENERAL NOTES OVER IMPORTED AND IMPROVED SUBGRADE PER THE GEOTECHNICAL REPORT. SLAB THICKNESS: 6 inches CONCRETE SPECIFICATION: REFER TO AND SPECIFICATIONS SLAB REINFORCEMENT: #4 @ 9" BOTT. & #5 @ 9" TOP IN THE PLAN E/W DIR., #4 @ 16" O.C. BOTT. IN THE PLAN N/S DIR. (TEMP STEEL) LAPPED AT SPLICES REF. DETAIL SAWCUT CONTROL JOINTS: REFER TO DETAIL 5. CONCRETE FLOOR SLAB OVER MOISTURE RETARDER PER GENERAL NOTES OVER IMPORTED AND IMPROVED SUBGRADE PER THE GEOTECHNICAL REPORT. SLAB THICKNESS: 7 inches CONCRETE SPECIFICATION: REFER TO AND SPECIFICATIONS SLAB REINFORCEMENT: #5 @ 6" O.C. EACH WAY TOP AND BOTTOM, LAPPED AT SPLICES REF. DETAIL SAWCUT CONTROL JOINTS: DO NOT PROVIDE AT THE CISTERN TOP AND BOTTOM SLABS 6. 8" CMU WALL, REF. S4.10 FOR REINF. AND TYP. DETAILS 7. 12" CONCRETE WALL TYP. REINF. W/ #6 VERT @ 12" O.C. EA. FACE AND #5 HORIZ. @ 12" O.C. EA. FACE. SEE ELEVATIONS FOR ADDITIONAL INFORMATION 8. COORDINATE O.H. DOOR LOCATIONS AND OPENING WIDTHS WITH ARCH. DOCS. 9. COORDINATE TRENCH LOCS. AND DEPTH WITH ARCH DOCS AND EQUIPMENT MFR 10. FINAL EQUIPMENT WEIGHTS TO BE PROVIDED TO THE ARCHITECT PRIOR TO ISSUING CONCRETE RESTEEL SHOP DRAWINGS 11. REFER TO S4.10 FOR CMU LINTEL INFORMATION 12. CISTERN BOTTOM SLAB AND WALLS MUST CONTAIN CRYSTALLINE WATERPROOFING ADMIXTURE (XYPEX = BASIS OF DESIGN) AND SHRINKAGE INHIBITING ADMIXTURE (SRA). 13. HOUSEKEEPING PAD. REF DETAILS FOR REINFORCEMENT. ALL HK PADS DIMENSIONS AND ELEVATIONS MUST BE COORDINATED WITH TSG DRAWINGS 14. TOP OF GRADE BEAM ELEVATIONS: RO PLANT = 0'-8" BELOW TOP OF SLAB U.N.O. CISTERN = TOP OF SLAB 15. GW-125 McNICHOLS GALV BAR GRATING OVER TRENCH (BASIS OF DESIGN) 10/S1.10 4 5 10/S1.10 S4.10 6 7 S4.10 4A/S3.10 5/S3.10 13 15 1 GB8 GB8 GB8 GB8 1 S2.51 _________________ 2 S2.51 _________________ F.F. EL. -3' - 0" 13' - 4" 13' - 4" P2 / -5' - 6" P2 / -5' - 6" P2 / -5' - 6" P2 / -5' - 6" 5 23 S2.51 _________________ 4 S2.51 _________________ PUMP EQUIPMENT, REF. MECHANICAL DOCS. 2' x 2' x 1' DEEP SUMP PIT 13 TYP. GB7 NOTE: 1. TOP OF GB ELEVATION AT THE VAULT = -3'-8" U.N.O. EXISTING CONCRETE RETAINING WALL, FIELD VERIFY TOP OF WALL ELEVATION 4 S2.50 _________________ 2 S2.50 _________________ EXIST. RETAINING WALL FOOTING. TOP OF FOOTING DEPTH IS APPROXIMATELY 67" BELOW TOP OF WALL 6 S2.50 _________________ 8' - 11 7/8" 20' - 0 1/4" 15' - 3 7/8" 5' - 8 1/8" 20' - 11 5/8" 32' - 8 3/8" GB5 6 TYP. 3 S3.11 _________________ 3 S3.11 _________________ 14 S3.11 _________________ 6 S3.11 _________________ 7 S3.11 _________________ 1 S2.50 _________________ 3 S2.50 _________________ 5 5 S2.50 _________________ SLOPE DOWN 6 TYP. GB5 GB3 GB5 GB5 GB3 4 TYP. T.O.C. EL. -5' - 0" GB4 GB2 GB2 GB1 GB1 4" 4" 4" 4" 32.5" 32.5" 24" 4 GB3 GB7 GB7 4" 4" 4" 4" 13 13 GB7 GB7 GB7 GB3 GB3 GB3 GB3 GB3 GB3 GB3 GB5 GB6 GB6 GB6 GB6 GB6 GB6 GB6 GB6 GB7 GB1 6' - 10 3/8" 6' - 9 1/4" 9' - 11 1/2" 9' - 0 5/8" 1' - 0" 5' - 5" 12' - 1 7/8" 11' - 5 1/2" 11' - 5 1/2" 11' - 5" 10' - 0" 5' - 5 1/4" _________________ S2.60 1 _________________ S2.60 2 _________________ S2.60 3 _________________ S2.60 6 10' - 0" 10' - 0" 5 5 5 2 1 TYP. 4 TYP. GB5 GB5 GB7 GB7 (SLOPED) GB7 GB7 (SLOPED) 11' - 8" 18' - 0" 10' - 0" 1/2" 7 7 7 GB7 GB7 T.O.C. EL. 0' - 0" GB3 1/2" GB1 (SLOPED) GB1 (SLOPED) GB5 GB5 SLOPE 36' - 4" 7 PILE WITH THICKENED SLAB, REF. 10/S3.11 8 S3.11 _________________ 5Sim S2.50 _________________ 9 S3.11 _________________ 10 S3.11 _________________ 8 S3.11 _________________ 13 S3.11 _________________ 5 S3.11 _________________ T.O.C. EL. -0' - 2 1/2" T.O.C. EL. -0' - 2 1/2" T.O.C. EL. -2' - 8 1/2" 14' - 6" 29' - 0" 100' - 11 7/8" 4 S3.11 _________________ 4 S3.11 _________________ 4" LIP FOR GRATING 3 SIDES 1 15 SYMBOL LEGEND CAST-IN-PLACE CONCRETE WALL 8" CMU NON-LOADBEARING WALL 8" CMU LOADBEARING WALL CMU SHEARWALL, REF. SCHED. PRECAST CONCRETE SPUN PILE SLAB PILE, REF. TENSION PILE, REF. 12/S3.11 10/S3.11 MARK EQUIPMENT SCHEDULE UNIT WEIGHT (LBS) 1 2 3 4 5 6 P-71A - C 300 T-20A - G 15000 T-60 8400 T-50A - D 15000 RO-41A & B 24000 P-10A - C 500 U S . S D . N V A I L R S G I I N BRADLEY CARVILLE 0-67914-1B D E E N R G E I T N S I E G E E R R salasobrien.com Project No: Registration: Project Number: Date: Project Engineer: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES New Orleans 541 Julia St., Suite 200 New Orleans, LA 70130 2250-00216 F-4111 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT CONFIDENTIAL THIS DRAWING AND ASSOCIATED DESIGN ELEMENTS ARE CONFIDENTIAL AND THE PROPERTY OF SALAS O'BRIEN, WHICH RETAINS ALL COMMON LAW, COPYRIGHT, STATUTORY AND OTHER RIGHTS THERETO. ANY UNAUTHORIZED USE, REUSE OR REPRODUCTION IS PROHIBITED. UNLESS OTHERWISE AGREED TO BY SALAS O'BRIEN, THIS DRAWING (AS WELL AS ANY COPIES) SHALL BE RETURNED TO SALAS O'BRIEN UPON REQUEST. 12/12/2025 3:40:56 PM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/Westin St John CAPEX Projects_STRUCTURE_R24.rvt 11/14/2025 BC FOUNDATION PLANS S2.11 11/14/2025 GRADE BEAM SCHEDULE MARK WIDTH DEPTH REINFORCEMENT NOTES TOP & BOTTOM MID. STIRRUPS GB1 24" 18" 4-#6 N/A #3 @ 6" O.C. GB2 24" 18" 5-#7 TOP / 4-#6 BOTT. N/A #3 @ 6" O.C. GB3 24" 42" 5-#7 TOP / 4-#6 BOTT. #5 EA. FACE #3 @ 12" O.C. GB4 24" 18" 5-#6 N/A #3 @ 6" O.C. GB5 24" 18" 4-#6 N/A (8) #3 @ 6" O.C. AT SUPPORTS, REST @ 12" O.C. GB6 24" 18" 4-#6 TOP / 5-#7 BOTT. #5 EA. FACE (10) #3 @ 6" O.C. AT SUPPORTS, REST @ 12" O.C. GB7 24" 18" 3-#6 N/A #3 @ 12" O.C. GB8 24" 30" 4-#6 N/A #3 @ 12" O.C. 3/16" = 1'-0" VAULT FOUNDATION PLAN 3 NORTH PLAN 3/16" = 1'-0" RO PLANT & CISTERN FOUNDATION PLAN 1 1 ASI-006.1-WSJ 12-12-2025 8' - 0" 3' - 4" 8' - 0" VERIFY 5' - 5 1/4" 13' - 6 1/2" 13' - 6 1/2" 13' - 6 1/2" 13' - 6 1/2" 8' - 9" 10' - 6 5/8" 10' - 6 5/8" 10' - 6 5/8" 11' - 0" 9' - 0" 1' - 0" 4' - 3" 8' - 10 7/8" 8' - 10 7/8" 8' - 10 7/8" 4' - 8 1/2" 1' - 0" 16' - 0" 1' - 0" 1' - 0" 5' - 6" 8' - 0" 8' - 2" 5' - 4" 1' - 0" 8' - 0 1/2" 8' - 3 1/2" 8' - 3 1/2" 8' - 3 1/2" 8' - 3 1/2" 8' - 3 1/2" 8' - 3 1/2" 8' - 3 1/2" 8' - 3 1/2" 8' - 3 1/2" 8' - 3 1/2" 8' - 0 1/2" 6' - 0" 5' - 11 5/8" 5' - 11 5/8" 5' - 11 5/8" 5' - 11 5/8" 5' - 11 5/8" 5' - 11 5/8" 5' - 11 5/8" 5' - 11 5/8" 5' - 11 5/8" 5' - 11 5/8" 5' - 11 5/8" 5' - 11 5/8" 5' - 11 5/8" 5' - 11 5/8" 5' - 11 5/8" 5' - 6" 8' - 3 3/4" 12' - 2 3/4" 10' - 5" 6' - 10" 4' - 6" 7' - 3" 1' - 0" 8' - 8" 8' - 8" 8' - 8" 8' - 8" 11' - 4 3/8" 11' - 7 3/8" 11' - 4 3/8" 1' - 0" 17' - 2" 17' - 2" 1' - 0" 1' - 0" 12' - 2 1/4" 12' - 2 1/4" 12' - 2 1/4" 12' - 2 1/4" 12' - 2 1/4" 4' - 5 1/4" 10' - 0" 11' - 5" 11' - 5 1/2" 11' - 5 1/2" 12' - 1 7/8" 10' - 6 5/8" 9' - 9 5/8" 11' - 5" 11' - 5" 11' - 5" 11' - 5" 11' - 5" 11' - 5" 12' - 1 7/8" 9' - 7 1/2" 8' - 10 1/2" 8' - 10 1/2" 8' - 3 3/4" 4' - 3 3/4" 7' - 11" 3' - 5 1/4" 8' - 9 1/2" 1' - 0" 5' - 4" 8' - 2" 8' - 2" 5' - 4" 1' - 0" 20' - 0" 100' - 11 7/8" 35' - 8" 29' - 0" 36' - 4" 100' - 11 7/8" 64' - 8" 18' - 0" 10' - 0" VERIFY w/ TSG P1 / -4' - 2" P2 / -4' - 2" P2 / -4' - 2" P1 / -2' - 2" P1 / -2' - 2" P1 / -2' - 2" P1 / -2' - 2" P1 / -2' - 2" P3 / -4' - 2" P1 / -2' - 2" P3 / -4' - 2" P1 / -2' - 2" P3 / -4' - 2" P1 / -4' - 2" P1 / -4' - 2" P1 / -2' - 2" P1 / -4' - 2" P1 / -2' - 2" P2 / -2' - 2" P1 / -2' - 2" P1 / -2' - 2" P1 / -2' - 2" P1 / -2' - 2" P1 / -4' - 2" P1 / -4' - 2" P1 / -2' - 2" P1 / -4' - 2" P1 / -2' - 2" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P3 / -6' - 6" P2 / -5' - 7" P2 / -5' - 7" P2 / -5' - 7" P2 / -5' - 7" P2 / -5' - 7" P2 / -5' - 7" P2 / -5' - 7" P2 / -5' - 7" P2 / -5' - 7" P2 / -5' - 7" P2 / -5' - 7" P2 / -5' - 7" P2 / -5' - 7" P2 / -5' - 7" P2 / -5' - 7" P2 / -5' - 7" P2 / -5' - 7" P2 / -5' - 7" P2 / -5' - 7" P2 / -5' - 7" P2 / -5' - 7" P2 / -5' - 7" P1 / -1' - 6" P1 / -1' - 6" P1 / -2' - 2" P1 / -2' - 2" P1 / -2' - 2" P1 / -2' - 2" P2 / -4' - 2" P2 / -4' - 2" P2 / -4' - 2" P1 / -2' - 2" P2 / -4' - 2" P1 / -4' - 2" P1 / -2' - 2" P2 / -4' - 2" P1 / -1' - 6" P1 / -1' - 6" P1 / -1' - 6" P1 / -1' - 6" P1 / -1' - 6" P1 / -1' - 6" P1 / -1' - 6" P1 / -2' - 2" P2 / -4' - 2" P2 / -4' - 2" P2 / -4' - 2" P1 / -2' - 2" P1 / -2' - 2" P1 / -2' - 2" P1 / -2' - 2" 17' - 6 7/8" P2 / -6' - 6" P2 / -6' - 6" U S . S D . N V A I L R S G I I N BRADLEY CARVILLE 0-67914-1B D E E N R G E I T N S I E G E E R R salasobrien.com Project No: Registration: Project Number: Date: Project Engineer: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES New Orleans 541 Julia St., Suite 200 New Orleans, LA 70130 2250-00216 F-4111 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT CONFIDENTIAL THIS DRAWING AND ASSOCIATED DESIGN ELEMENTS ARE CONFIDENTIAL AND THE PROPERTY OF SALAS O'BRIEN, WHICH RETAINS ALL COMMON LAW, COPYRIGHT, STATUTORY AND OTHER RIGHTS THERETO. ANY UNAUTHORIZED USE, REUSE OR REPRODUCTION IS PROHIBITED. UNLESS OTHERWISE AGREED TO BY SALAS O'BRIEN, THIS DRAWING (AS WELL AS ANY COPIES) SHALL BE RETURNED TO SALAS O'BRIEN UPON REQUEST. 11/11/2025 11:31:34 AM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/Westin St John CAPEX Projects_STRUCTURE_R24.rvt 11/14/2025 BC SLAB & PILING PLAN S2.12 11/14/2025 NORTH PLAN 3/16" = 1'-0" RO PLANT & CISTERN SLAB & PILING PLAN 21 VAULT RO PLANT _________________ S2.21 2 _________________ S2.21 1 CISTERN U S . S D . N V A I L R S G I I N BRADLEY CARVILLE 0-67914-1B D E E N R G E I T N S I E G E E R R salasobrien.com Project No: Registration: Project Number: Date: Project Engineer: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES New Orleans 541 Julia St., Suite 200 New Orleans, LA 70130 2250-00216 F-4111 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT CONFIDENTIAL THIS DRAWING AND ASSOCIATED DESIGN ELEMENTS ARE CONFIDENTIAL AND THE PROPERTY OF SALAS O'BRIEN, WHICH RETAINS ALL COMMON LAW, COPYRIGHT, STATUTORY AND OTHER RIGHTS THERETO. ANY UNAUTHORIZED USE, REUSE OR REPRODUCTION IS PROHIBITED. UNLESS OTHERWISE AGREED TO BY SALAS O'BRIEN, THIS DRAWING (AS WELL AS ANY COPIES) SHALL BE RETURNED TO SALAS O'BRIEN UPON REQUEST. 11/11/2025 11:31:34 AM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/Westin St John CAPEX Projects_STRUCTURE_R24.rvt 11/14/2025 BC ROOF FRAMING PLAN OVERALL S2.20 11/14/2025 NORTH PLAN 1" = 30'-0" ROOF FRAMING PLAN OVERALL 1 4 S2.50 _________________ 2 S2.50 _________________ 6 S2.50 _________________ SLOPE DOWN B.O.D. EL. 13' - 0" B.O.D. EL. 13' - 9 3/8" 5 101' - 0 1/4" 3/8" 35' - 8" 1' - 0" 8" CMU WALLS BELOW W14x34 (32) (SLOPED) 1 S2.50 _________________ 3 S2.50 _________________ 5 S2.50 _________________ W14x34 (32) (SLOPED) 7EQ. SPA. = 51' - 8" 1' - 0" 2EQ. SPA. = 14' - 8" W14x34 (32) (SLOPED) W14x34 (32) (SLOPED) 5EQ. SPA. = 32'-4 3/8" 9' - 3 3/4" 27' - 4 3/4" W14x53 (46) (SLOPED) W14x53 (46) (SLOPED) W14x34 (32) (SLOPED) W14x34 (32) (SLOPED) 12 S4.10 _________________ 11 S4.10 _________________ 13 S4.10 _________________ 13 S4.10 _________________ SLOPE DOWN T.O.C. EL. 14' - 9" T.O.C. EL. 14' - 1 3/8" W14x34 (32) (SLOPED) W14x34 (32) (SLOPED) W14x34 (32) (SLOPED) W14x34 (32) (SLOPED) W14x34 (32) (SLOPED) W14x34 (32) (SLOPED) W8x15 (12) (SLOPED) W8x15 (12) (SLOPED) W8x15 (12) (SLOPED) _________________ S2.60 1 _________________ S2.60 2 _________________ S2.60 3 _________________ S2.60 6 12 12 19 TYP. 13' - 9" 13 13 W8x15 (12) (SLOPED) 1' - 0" W8x15 (12) (SLOPED) 14 TYP. TYP. L/3 L 13 18 16 15 13 15 17 14 TYP. B.O.D. EL. 13' - 7 1/4" 5Sim S2.50 _________________ 11 S3.11 _________________ 7 S5.10 _________________ 14' - 6" 29' - 0" 6 W8x15 (12) W8x15 (12) W8x15 (12) W8x15 (12) W8x15 (12) W8x15 (12) BEAMS SPACED 7' - 3" O.C. MAX. EF-3 300 LBS 23 22 20 21 B1 B1 B2 B2 PLAN NOTES 1. T.O. STEEL ELEVATIONS REF. PLAN. REFER TO ARCHITECTURAL OR CIVIL DRAWINGS FOR DATUM ELEVATION. 2. COORDINATE ALL WORK THIS SHEET WITH THE STRUCTURAL NOTES ON SHEET AND WITH THE PROJECT SPECIFICATIONS. 3. REFER TO THE S500 SERIES SHEETS FOR FRAMING DETAILS. 4. REFER TO FOUNDATION PLANS FOR COLUMN & BASEPLATE SIZES. 5. COMPOSITE DECK: REF. SHEET S590 FOR TYPICAL COMPOSITE DETAILS & STUD PLACEMENT INFORMATION. DECK: CONCRETE THICKNESS: 2 1/2" NW CONCRETE ON DECK TYPE: 1 1/2", 20 GA. COMPOSITE DECK (GALV.) TOTAL THICKNESS: 4" REINFORCING: 6x6 W1.4 x W1.4 WELDED WIRE MESH THROUGHOUT SLAB. REF. FOR ADD'L REINF. ATTACH STEEL TO SUPPORTS w/ THE FOLLOWING: FASTENERS: HILTI X-ENP-19-L-15 PAF FASTENER PATTERN: 36/7 SIDELAP: HILTI SLC SIDELAP SCREWS @ 12" O.C. 6. CISTERN CONCRETE ROOF SLAB SLAB THICKNESS: 7 INCHES CONCRETE SPECIFICATION: REFER TO AND SPECIFICATIONS SLAB REINFORCEMENT: REF. PLAN FOR REINF. 7. JOIST BRIDGING PER JOIST SUPPLIER IS NOT SHOWN FOR CLARITY. 8. ALL STRUCTURAL STEEL TO BE HOT DIP GALVANIZED AFTER FABRICATION 9. TOP OF CMU = UNDERSIDE OF METAL DECK U.N.O. 10. CISTERN BOTTOM SLAB AND WALLS MUST CONTAIN CRYSTALLINE WATERPROOFING ADMIXTURE (XYPEX = BASIS OF DESIGN) AND SHRINKAGE INHIBITING ADMIXTURE (SRA). VAULT ROOM CONCRETE SLAB AND WALLS TO ALSO INCLUDE THESE ADMIXTURES 11. VAULT CONCRETE ROOF SLAB: SLAB THICKNESS: 5 INCHES CONCRETE SPECIFICATION: REFER TO AND SPECIFICATIONS SLAB REINFORCEMENT: REF. PLAN FOR REINF. 12. #4 DOWEL x 6' - 0" LONG @ 12" O.C.CENTERED ON JOINT BETWEEN BUILDINGS 13. #3 @ 12" O.C., TOP AT SLAB EDGE W/ 180 DEG HOOK 14. #3 @ 12" O.C., TOP OVER ALL SUPPORTS 15. #4 @ 12" O.C., TOP 16. #4 @ 12" O.C., TOP 17. #4 @ 12" O.C. CONT. TEMP STEEL BOTTOM 18. #4 @ 12" O.C. CONT. BOTTOM 19. ANGLE BRIDGING PER 4/S5.10 20. CISTERN ACCESS HATCH, REF. CIVIL DOCS 21. PROVIDE (3) #4 TOP AND BOTTOM 3" O.C. ABOVE AND BELOW OPENING. EXTEND BARS 2' BEYOND OPENING 22. PROVIDE #4 X 4'-0" DIAG. BARS EA. CORNER OF OPENING 23. PROVIDE (3) #4 TOP AND BOTTOM LONGITUDINAL BARS 3" O.C. BOTH SIDES OF OPENING S1.10 5 6 10/S1.10 S5.10 10/S1.10 11 12 13 14 15 16 17 18 19 4' - 0" 9' - 6" 5' - 0" 20 21 22 23 SYMBOL LEGEND CAST-IN-PLACE CONCRETE WALL 8" CMU NON-LOADBEARING WALL 8" CMU LOADBEARING WALL CMU SHEARWALL, REF. SCHED. PRECAST CONCRETE SPUN PILE SLAB PILE, REF. TENSION PILE, REF. 12/S3.11 10/S3.11 1 S2.51 _________________ T.O.C. EL. 10' - 1 5/8" T.O.C. EL. 9' - 10 1/4" SLOPE DOWN 13' - 5 3/4" 13' - 4 3/4" 2 S2.51 _________________ SQUARE 13' - 4" 3/8" W8x18 (SLOPED) CONC. SLAB REINF. W/ #4 @ 12" O.C. EA. DIR. MID-SLAB 6' - 8 3/8" 11 U S . S D . N V A I L R S G I I N BRADLEY CARVILLE 0-67914-1B D E E N R G E I T N S I E G E E R R salasobrien.com Project No: Registration: Project Number: Date: Project Engineer: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES New Orleans 541 Julia St., Suite 200 New Orleans, LA 70130 2250-00216 F-4111 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT CONFIDENTIAL THIS DRAWING AND ASSOCIATED DESIGN ELEMENTS ARE CONFIDENTIAL AND THE PROPERTY OF SALAS O'BRIEN, WHICH RETAINS ALL COMMON LAW, COPYRIGHT, STATUTORY AND OTHER RIGHTS THERETO. ANY UNAUTHORIZED USE, REUSE OR REPRODUCTION IS PROHIBITED. UNLESS OTHERWISE AGREED TO BY SALAS O'BRIEN, THIS DRAWING (AS WELL AS ANY COPIES) SHALL BE RETURNED TO SALAS O'BRIEN UPON REQUEST. 11/11/2025 11:31:36 AM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/Westin St John CAPEX Projects_STRUCTURE_R24.rvt 11/14/2025 BC ROOF FRAMING PLANS S2.21 11/14/2025 NORTH PLAN 3/16" = 1'-0" RO PLANT & CISTERN ROOF FRAMING PLAN 1 5. WIND PRESSURE ARE ULTIMATE STRENGTH LEVEL. ZONE WIDTH "a" = 3' - 11" 4. REFER TO ARCH. DOCUMENTS FOR FACTORY MANUAL RATED SYSTEM REQUIREMENTS. 3. PLUS AND MINUS SIGNS SIGNIFIY PRESSURES ACTING TOWARD ANY AWAY FROM THE SURFACE, RESPECTIVELY. 2. FOR ZONE DEFINITION, REF. ASCE 7-22 FIGURES 30.3-1 AND 30.3-2A. 1. EWA IS EFFECTIVE WIND AREA OF A STRUCTURAL COMPONENT. NOTES ≥ 500 23 -61 23 -61 23 -67 23 -67 54 -60 54 -60 200 23 -82 23 -82 23 -84 23 -98 59 -66 59 -69 100 23 -98 23 -98 23 -98 23 -122 60 -67 60 -75 50 23 -99 23 -99 23 -109 23 -143 65 -71 65 -82 20 25 -103 25 -103 25 -128 25 -172 69 -76 69 -90 ≤ 10 29 -104 29 -104 29 -140 29 -195 72 -78 72 -96 (ROOF FIELD) (ROOF FIELD) (ROOF EDGE) (ROOF CORNER) (WALL FIELD) (WALL EDGE) ZONE/EWA (FT2) ZONE 1 ZONE 1' ZONE 2 ZONE 3 ZONE 4 ZONE 5 2021 IBC COMPONENTS AND CLADDING DESIGN PRESSURE (PSF) 3/16" = 1'-0" VAULT ROOF FRAMING PLAN 2 ELEVATED BEAM SCHEDULE MARK WIDTH DEPTH REINFORCEMENT NOTES TOP BARS BOTTOM BARS MID. BARS SITRRUPS B1 12" 16" 2-#5 2-#5 N/A N/A B2 8" 16" 2-#5 2-#5 N/A N/A B.O.D. EL. VARIES F.F. EL. REF. PLAN T.O. PIER EL. REF. PLAN B.O.D. EL. VARIES T.O.C. EL. VARIES F.F. EL. REF. PLAN F.F. EL. REF. PLAN T.O. PIER EL. REF. PLAN B.O.D. EL. VARIES T.O. PIER EL. REF. PLAN F.F. EL. REF. PLAN B.O.D. EL. VARIES F.F. EL. REF. PLAN T.O.C. EL. VARIES F.F. EL. REF. PLAN T.O. PIER EL. REF. PLAN T.O.C. EL. REF. PLAN T.O. PIER EL. REF. PLAN F.F. EL. REF. PLAN CONC. SLAB, REF. PLAN FOR REINF. CONC. GB, REF. PLAN FOR REINF. CMU WALL, REF. S4.10 FOR REINF. EXTEND VERTICAL BARS TO BOTTOM LAYER OF GB RESTEEL ROOF BEAM REF. PLAN CONC. ROOF SLAB OVER METAL DECK S4.10 SLOPE L4x6x3/8" CONT. GALV. DEPTH SCHED. BEAM WIDTH SCHED. BEAM 8 1/2" 4" 16" BOND BEAM AT TOP OF WALL REINF. W/ (2) #4 TOP AND BOTT CONT. TRIM HEIGHT AS REQ. 1/4 CONC. PIER REF. PLAN CONNX. REF. 12/S4.10 8" 4"x24" SQ DISHOUT AT PILES CONC. SLAB, REF. PLAN FOR REINF. 12" CONCRETE WALL REF. PLAN FOR REINF. ROOF BEAM REF. PLAN CONC. ROOF SLAB OVER METAL DECK SLOPE PLAN REF. CISTERN TANK CONC. GB, REF. PLAN FOR REINF. DEPTH SCHED. BEAM WIDTH SCHED. BEAM 3" 1 1/2" (2) L4x4x3/8" x 10" LONG W/ (2) 3/4" DIA A36 THR RODS INTO WALL EACH SIDE W/ 5" EMBED. AND (2) 3/4" DIA A325 BOLTS 4"x24" SQ DISHOUT AT PILES CONT FORMED KEYWAY W/ #5A3 DOWEL @ 12" O.C. CONC. ROOF SLAB OVER METAL DECK CONC. SLAB, REF. PLAN FOR REINF. CONC. GB, REF. PLAN FOR REINF. 16" BOND BEAM. TRIM HT AS REQ'D L4x6x3/8" CONT. GALV. 3/4" A36 @ 12" O.C. (HILTI HIT-HY 270) WF BEAM REF. PLAN CMU HEADER AT OVERHEAD DOOR. REF. 3/S4.10 _________________ S3.11 8 4"x24" SQ DISHOUT AT PILES VERTICAL CMU REINF. TO EXTEND INTO CONCRETE BEAM AS SHOWN ELEVATED CONCRETE BEAM REF. PLAN WIDTH SCHED. BEAM DEPTH SCHED. BEAM 8" CONC. SLAB, REF. PLAN FOR REINF. CONC. GB, REF. PLAN FOR REINF. CONC. ROOF SLAB OVER METAL DECK WF BEAM REF. PLAN 8 1/2" 4" EXTERIOR CONC. SLAB REF. PLAN CMU WALL REF. PLAN 8" WIDTH SCHED. BEAM DEPTH SCHED. BEAM 16" BOND BEAM. TRIM HT AS REQ'D 3/4" A36 @ 12" O.C. (HILTI HIT-HY 270) VERTICAL CMU REINF. TO EXTEND INTO CONCRETE BEAM AS SHOWN ELEVATED CONCRETE BEAM REF. PLAN CLASS B LAP SPLICE TO BUILDING REBAR CONC. SLAB, REF. PLAN FOR REINF. CONC. GB, REF. PLAN FOR REINF. DEPTH SCHED. BEAM WIDTH SCHED. BEAM DOWELS INTO SLAB TO MATCH VERTICAL BAR SIZE AND SPACING CONC. SLAB, REF. PLAN FOR REINF. FORMED KEY WITH WATERSTOP TOP AND BOTTOM OF WALL CISTERN TANK CONC. WALL, REF. PLAN FOR REINF. EXTEND VERTICAL DOWELS INTO BOTTOM LAYER OF FOOTING RESTEEL 4"x24" SQ DISHOUT AT PILE CONCRETE PIER REF. PLAN PLAN REF. 1' - 4" CONC. BEAM AT TOP OF WALL REF. PLAN LAP SPLICE CLASS B CONC. SLAB, REF. PLAN FOR REINF. CONC. GB, REF. PLAN FOR REINF. DEPTH SCHED. BEAM WIDTH SCHED. BEAM FORMED KEY WITH WATERSTOP TOP AND BOTTOM OF WALL CISTERN TANK CONC. WALL, REF. PLAN FOR REINF. EXTEND VERTICAL DOWELS INTO BOTTOM LAYER OF FOOTING RESTEEL 4"x24" SQ DISHOUT AT PILE PLAN REF. SPLICE LENGTH CLASS B U S . S D . N V A I L R S G I I N BRADLEY CARVILLE 0-67914-1B D E E N R G E I T N S I E G E E R R salasobrien.com Project No: Registration: Project Number: Date: Project Engineer: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES New Orleans 541 Julia St., Suite 200 New Orleans, LA 70130 2250-00216 F-4111 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT CONFIDENTIAL THIS DRAWING AND ASSOCIATED DESIGN ELEMENTS ARE CONFIDENTIAL AND THE PROPERTY OF SALAS O'BRIEN, WHICH RETAINS ALL COMMON LAW, COPYRIGHT, STATUTORY AND OTHER RIGHTS THERETO. ANY UNAUTHORIZED USE, REUSE OR REPRODUCTION IS PROHIBITED. UNLESS OTHERWISE AGREED TO BY SALAS O'BRIEN, THIS DRAWING (AS WELL AS ANY COPIES) SHALL BE RETURNED TO SALAS O'BRIEN UPON REQUEST. 11/11/2025 11:31:36 AM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/Westin St John CAPEX Projects_STRUCTURE_R24.rvt 11/14/2025 BC BUILDING SECTIONS S2.50 11/14/2025 3/4" = 1'-0" PERIMETER SECTION 4 3/4" = 1'-0" PERIMETER SECTION AT RO PLANT 2 3/4" = 1'-0" CISTERN PERIM. SECTION 6 3/4" = 1'-0" PERIMETER SECTION AT RO PLANT 1 3/4" = 1'-0" 3 PERIMETER SECTION 3/4" = 1'-0" CISTERN PERIM. SECTION 5 T.O.C. EL. REF. PLAN F.F. EL. REF. PLAN T.O.C. EL. VARIES F.F. EL. REF. PLAN F.F. EL. REF. PLAN DEPTH SCHED. BM. WIDTH SCHED. BM. CONC. GB, REF. PLAN FOR REINF. PLAN REF. 3' - 0" CONT. FORMED KEYWAY AT BASE OF WALL FINISHED GRADE FORMED CONC. WALL REINF. W/ # 5 VERT. @ 12" O.C. EA. FACE AND # 4 HORIZ. @ 12" O.C. EA. FACE 8" 1' - 6" CONCRETE SLAB. REF. PLAN FOR REINF. #4B4 @ 8" O.C., TYP. 8" CMU WALLS FULLY GROUTED. REF. 1/S2.51 FOR REINF. BOND BEAM AT TOP OF WALL. TRIM HEIGHT AS REQ. CONC. SLAB REF. PLAN VAPOR BARRIER PLAN REF. NOTE: VAULT SLAB, GRADE BEAMS AND CONCRETE WALLS MUST CONTAIN CRYSTALLINE WATERPROOFING ADMIXTURE. SUMP 2' - 0" SUMP 1' - 0" PROVIDE (3) #6 BELOW SUMP PIT X 4' LONG W/ #3 STIRRUP TOP @ 12" O.C. 3-#6 BOTT. AT SUMP WIDTH SCHED. BM. DEPTH SCHED. BEAM CONC. GB, REF. PLAN FOR REINF. PLAN REF. 3' - 0" CONT. FORMED KEYWAY AT BASE OF WALL FINISHED GRADE WF BEAM PER PLAN CONCRETE SLAB. REF. PLAN FOR REINF. 3/4" DIA X 4" TALL WELDED HEADED STUD AT TOP FLANGE SPACED 1'-0" O.C. PER PLAN AND TYP DETAILS #4B4 @ 8" O.C., TYP. 8" CMU WALLS FULLY GROUTED. REF. 1/S2.51 FOR REINF. 1' - 6" BOND BEAM AT TOP OF WALL. TRIM HEIGHT AS REQ'D REF. TYP DETAILS FOR REINF. 8" FORMED CONC. WALL REINF. W/ # 5 VERT. @ 12" O.C. EA. FACE AND # 4 HORIZ. @ 12" O.C. EA. FACE 1/S2.51 REF. PLAN REF. PLAN CONC. SLAB REF. PLAN VAPOR BARRIER PLAN REF. NOTE: VAULT SLAB, GRADE BEAMS AND CONCRETE WALLS MUST CONTAIN CRYSTALLINE WATERPROOFING ADMIXTURE. REF. ARCH DOCS FOR STAIR GEOMETRY 5" CONC. SLAB REINF. W/ #4 @ 12" O.C. EA. WAY MID-SLAB 8" CONC WALL, REF. 1/S2.51 FOR REINF. TYP. #3 NOSING BAR CONT. 6" #4 BENT BAR @ 12" O.C. 1/S2.51 8" CMU WALL VAPOR BARRIER NOTE: VAULT SLAB, GRADE BEAMS AND CONCRETE WALLS MUST CONTAIN CRYSTALLINE WATERPROOFING ADMIXTURE. GB REF. PLAN AND SCHED. REF. PLAN F.F. EL. #4B2 @ 12" O.C. 5" CONC. SLAB REINF. W/ #4 @ 12" O.C. EA. WAY MID-SLAB 3' - 0" 8" CONC WALL, REF. 1/S2.51 FOR REINF. GB, REF. PLAN AND SCHED. 1/S2.51 VAPOR BARRIER B4 @ 12" O.C. REF. PLAN NOTE: VAULT SLAB, GRADE BEAMS AND CONCRETE WALLS MUST CONTAIN CRYSTALLINE WATERPROOFING ADMIXTURE. GB REF. PLAN AND SCHED. CONT FORMED KEYWAY ABOVE AND BELOW, TYP. CIVIL SITE PAVING #4 A3 @ 12" O.C. U S . S D . N V A I L R S G I I N BRADLEY CARVILLE 0-67914-1B D E E N R G E I T N S I E G E E R R salasobrien.com Project No: Registration: Project Number: Date: Project Engineer: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES New Orleans 541 Julia St., Suite 200 New Orleans, LA 70130 2250-00216 F-4111 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT CONFIDENTIAL THIS DRAWING AND ASSOCIATED DESIGN ELEMENTS ARE CONFIDENTIAL AND THE PROPERTY OF SALAS O'BRIEN, WHICH RETAINS ALL COMMON LAW, COPYRIGHT, STATUTORY AND OTHER RIGHTS THERETO. ANY UNAUTHORIZED USE, REUSE OR REPRODUCTION IS PROHIBITED. UNLESS OTHERWISE AGREED TO BY SALAS O'BRIEN, THIS DRAWING (AS WELL AS ANY COPIES) SHALL BE RETURNED TO SALAS O'BRIEN UPON REQUEST. 11/11/2025 11:31:37 AM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/Westin St John CAPEX Projects_STRUCTURE_R24.rvt 11/14/2025 BC BUILDING SECTIONS S2.51 11/14/2025 3/4" = 1'-0" VAULT SECTION 1 3/4" = 1'-0" VAULT SECTION 2 3/4" = 1'-0" SECTION AT VAULT STAIRS 23 3/4" = 1'-0" SECTION AT VAULT LANDING 4 F.F. EL. REF. PLAN T.O.C. EL. REF. PLAN T.O.C. EL. REF. PLAN F.F. EL. REF. PLAN F.F. EL. REF. PLAN T.O.C. EL. REF. PLAN F.F. EL. REF. PLAN F.F. EL. REF. PLAN T.O.C. EL. REF. PLAN F.F. EL. REF. PLAN 20' - 0" BOUNDARY ZONE 12" CONC. SHEARWALL #6 VERT. @ 8" O.C. EA. FACE GB REF. PLAN & SCHED. TOP SLAB REF. PLAN 20' - 0" BOUNDARY ZONE 100' - 11 7/8" #6 VERT. @ 8" O.C. EA. FACE #6 VERT. @ 12" O.C. EA. FACE VERT. BARS HOOKED AT BOTT. END AND MUST EXTEND TO BOTTOM LAYER OF GRADE BEAM REINF. L/2 L 10' - 0 3/8" 8' - 6 3/8" #4 HORIZ. @ 6" O.C. EA. FACE #4 HORIZ. @ 9" O.C. EA. FACE 12" CONC. SHEARWALL #6 VERT. @ 8" O.C. EA. FACE GB REF. PLAN & SCHED. TOP SLAB REF. PLAN #6 VERT. @ 8" O.C. EA. FACE #6 VERT. @ 12" O.C. EA. FACE VERT. BARS HOOKED AT BOTT. END AND MUST EXTEND TO BOTTOM LAYER OF GRADE BEAM REINF. #4 HORIZ. @ 6" O.C. EA. FACE #4 HORIZ. @ 9" O.C. EA. FACE L/2 L 20' - 0" BOUNDARY ZONE 20' - 0" BOUNDARY ZONE 100' - 11 7/8" 10' - 7 3/4" 8' - 6 1/4" 3' - 4 1/2" BOUNDARY ZONE 3' - 4 1/2" BOUNDARY ZONE 3' - 0 1/2" #6 VERT. @ 6" O.C. EACH FACE 29' - 0" 3' - 0 1/2" 9' - 5 1/2" 3' - 0 1/2" 9' - 9" #6 VERT. @ 12" O.C. #6 VERT. @ 12" O.C. #6 VERT. @ 6" O.C. EACH FACE #4 HORIZ. @ 6" O.C. 8' - 4" 3' - 0 1/2" #6 VERT. @ 6" O.C. EACH FACE 3' - 0 1/2" 9' - 5 1/2" 3' - 0 1/2" 9' - 9" #6 VERT. @ 12" O.C. #6 VERT. @ 6" O.C. EACH FACE #6 VERT. @ 12" O.C. #6 VERT. @ 6" O.C. EACH FACE #4 HORIZ. @ 6" O.C. 3' - 4 1/2" 3' - 4 1/2" 29' - 0" 2' - 0" WALL WIDTH #4 STIRRUP AT EACH HORIZ. BAR #4 CROSS TIE AT EACH VERT, TYP. PROVIDE CORNER BARS THAT MATCH THE SIZE AND SPACING OF HORIZONTAL WALL REINF. W/ CLASS B LAP SPLICE LENGTH BOUNDARY ZONE VERT REINF. REF. ELEVATIONS SHEARWALL BOUNDARY ZONE SHEARWALL BOUNDARY ZONE PERIMETER #4 HOOPS EACH HORIZONTAL BAR WALL HEIGHT CONC. WALL DOCUMENTS REF. TSG OPEN #6 @ 6" O.C. BOTH SIDES (4) #4 HOOP @ 9" O.C. ABOVE AND BELOW HORIZ. REINF. (4) TYP. HORIZ. REINF. @ 6" O.C. ABOVE AND BELOW OPENING #4 HOOP @ 9" O.C. WALL OPENING, REF. TSG AND MEP DOCUMENTS. PIPE THROUGH OPENING MUST BE SLEEVED U S . S D . N V A I L R S G I I N BRADLEY CARVILLE 0-67914-1B D E E N R G E I T N S I E G E E R R salasobrien.com Project No: Registration: Project Number: Date: Project Engineer: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES New Orleans 541 Julia St., Suite 200 New Orleans, LA 70130 2250-00216 F-4111 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT CONFIDENTIAL THIS DRAWING AND ASSOCIATED DESIGN ELEMENTS ARE CONFIDENTIAL AND THE PROPERTY OF SALAS O'BRIEN, WHICH RETAINS ALL COMMON LAW, COPYRIGHT, STATUTORY AND OTHER RIGHTS THERETO. ANY UNAUTHORIZED USE, REUSE OR REPRODUCTION IS PROHIBITED. UNLESS OTHERWISE AGREED TO BY SALAS O'BRIEN, THIS DRAWING (AS WELL AS ANY COPIES) SHALL BE RETURNED TO SALAS O'BRIEN UPON REQUEST. 11/11/2025 11:31:38 AM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/Westin St John CAPEX Projects_STRUCTURE_R24.rvt 11/14/2025 BC BUILDING ELEVATIONS S2.60 11/14/2025 1/4" = 1'-0" CISTERN NORTH SHERAWALL ELEVATION 1 1/4" = 1'-0" CISTERN SOUTH 2 1/4" = 1'-0" CISTERN EAST SHEARWALL ELEVATION 3 1/4" = 1'-0" CISTERN WEST SHEARWALL ELEVATION 6 NTS SHEAR BOUNDARY ZONE REINF. 4 NTS TYP. DTL AT OPNG IN CONC. WALL 5 CL OF JOINT CL OF JOINT F.F. EL. REF. PLAN F.F. EL. REF. PLAN F.F. EL. REF. PLAN T.O. FTG EL. REF. PLAN f'c SPLICE CLASS BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11 3000 CLASS A 1.0 Ld CLASS B 1.3 Ld 17 22 28 33 48 55 62 70 78 22 29 36 43 63 72 81 91 101 4000 CLASS A 1.0 Ld CLASS B 1.3 Ld 15 19 24 29 42 48 54 61 67 19 25 31 37 54 62 70 79 87 5000 CLASS A 1.0 Ld CLASS B 1.3 Ld 13 17 22 26 38 43 48 54 60 17 23 28 34 49 56 63 71 78 6000 CLASS A 1.0 Ld CLASS B 1.3 Ld 12 16 20 24 34 39 44 50 55 16 21 26 31 45 51 57 64 71 7000 CLASS A 1.0 Ld CLASS B 1.3 Ld 12 15 18 22 32 36 41 46 51 14 19 24 28 41 47 53 60 66 NOTES 1. TENSION DEVELOPMENT LENGTH = Ld. LENGTHS LISTED IN TABLE ARE IN INCHES. 2. USE THE ABOVE DEVELOPMENT LENGTH AND LAP SPLICE TABLE FOR BEAMS, JOISTS, COLUMNS, WALLS, SLABS, ETC. WHEN THE CLEAR SPACE BETWEEN BARS IS GREATER THAN OR EQUAL TO TWO BAR DIAMETERS AND CLEAR COVER IS NOT LESS THAN ONE BAR DIAMETER. 3. WHEN THE CLEAR SPACE BETWEEN BARS IS LESS THAN TWO BAR DIAMETERS, MULTIPLY DEVELOPMENT AND SPLICE LENGTHS LISTED IN TABLE BY 1.50. 4. PROVIDE LAP SPLICE LENGTH BASED ON THE LARGER BAR BEING LAPPED WHEN BARS OF DIFFERENT SIZES ARE LAP SPLICED. 5. FOR TOP BARS, MULTIPLY THE DEVELOPMENT AND SPLICE LENGTHS BY 1.3. TOP BARS ARE DEFINED AS HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN 12 INCHES OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. 60ksi fy 60ksi 60ksi 60ksi 60ksi 60ksi 60ksi 60ksi 60ksi psi EMBED. CONCRETE SURFACE ADHESIVE ANCHOR/DOWEL NOTES 1. ADHESIVE TO BE ONE OF THE FOLLOWING PRODUCTS: - HILTI HIT - HY 200 SAFE SET - SIMPSON SET - 3G 2. ANCHOR RODS SHALL BE ONE OF FOLLOWING: - FOR HILTI SYSTEM: HILTI HAS RODS OR HIT-Z RODS - FOR SIMPSON SYSTEM: A36 THREADED RODS 3. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION. 4. EMBEDMENTS SHOWN ARE TYPICAL FOR EACH ANCHOR SIZE U.N.O. 5. SPECIAL INSPECTIONS ARE REQUIRED FOR ADHESIVE ANCHORS. REBAR SIZE EMBEDMENT #3 3 3/8" #4 4 1/2" #5 5 5/8" #6 6 3/4" #7 7 7/8" #8 9" ADHESIVE DOWELS DIAMETER SIZE EMBEDMENT 3/8" 3 1/2" 1/2" 4 1/2" 5/8" 5 5/8" 3/4" 6 3/4" 7/8" 7 7/8" 1" 9" ADHESIVE ANCHORS #5 A1 @ 12" O.C. NOTATION BAR SIZE BAR TYPE SPACING TYPE A TYPE B 1 2 3 1 3 4 C.J. ADHESIVE SYSTEM & EMBEDMENT LENGTH REF. ADHESIVE ANCHOR SCHEDULE 4 2 5 5 SMOOTH BAR STANDARD ACI HOOK REF. DTL CLASS A LAP SPLICE CLASS B LAP SPLICE REF. DTL CLASS A LAP SPLICE REF. DTL CLASS A LAP SPLICE CLASS A LAP SPLICE 24" 24" 12" 12" CLASS B LAP SPLICE CLASS B LAP SPLICE CLASS A LAP SPLICE STANDARD ACI HOOK REF. DTL REF. DTL REF. LAP SPLICE SCHED. FOR ADDITIONAL INFORMATION C.J. TYP. OR AS NOTED IN DETAILS 24" L L 24" 24" A. TYPICAL CONSTRUCTION JOINT A3 DOWEL TO MATCH SIZE AND SPACING OF SLAB REINFORCEMENT NOTE SAWCUT JOINT WITHIN 4 HOURS OF CONCRETE PLACEMENT 1/8" WIDE SAWCUT JOINT W/ JOINT SEALANT REF. SPECS. B. TYPICAL CONTROL JOINT 1/8" WIDE SAWCUT JOINT WITH JOINT SEALANT PER SPECS. LOCATE @ COLUMN CENTERLINES AND @ 15'-0" MAX. SPACING EACH DIRECTION AS REQD T NOTE SAWCUT JOINT WITHIN 4 HOURS OF CONCRETE PLACEMENT T T/4 (1" MIN.) REINFORCE WITH 2-#5 CONT. BOTTOM AND #4 BAR BENDS @ 16" O.C. B. TYPICAL REINF. AT RE-ENTRANT CORNERS 3-#4 x 5'-0" MID. @ 4" O.C. EDGE OF SLAB C. TYPICAL REINFORCEMENT AT SLAB PENETRATIONS #4 x 5'-0" MID. EACH SIDE OF INDIVIDUAL SLEEVE OR SLEEVE GROUP A. TYPICAL REINFORCEMENT REINF. REF. PLAN TYP. 60 BAR DIAMETER LAP TYP. - STAGGER LAPS OF ADJACENT BARS 8'-0" MINIMUM REFER TO MEP AND ARCH. DWGS FOR PLUMBING SLEEVE LOCATIONS TYP. E. TYPICAL THICKENED SLAB 1-#4 CONT. 1'-0" 1'-0" MATCH SLAB REINF. SIZE & SPACING #3 B2 MATCH SLAB REINF. SPACING REINF. WALL W/ #4 @ 12" O.C. E.W. 3-#5 CONT. #3 x MATCH SLAB REINF. SPACING 2'-6" F. TYPICAL SLAB DROP - 1'-0" OR LESS G. TYPICAL SLAB DROP - BTWN 1'-0" AND 5'-0" WATER STOP IN CONT. KEY 3-#4 CONT. D. TYPICAL THICKENED SLAB EDGE #3 x MATCH SLAB REINF. SPACING 2'-6" REF. PLAN 1' - 6" 1' - 0" 1'-0" MAX. 1' - 0" 4" 8" 4" 8" NOTE BRACE WALL UNTIL CONCRETE REACHES 75% OF f'c. 1' - 0" 1' - 0" 1 x Ld TYP. 2-#4 CONT. #3 x MATCH SLAB REINF. SPACING 2'-6" MAX. 2' - 6" EXCEEDS 1 '- 0" 1' - 0" 1' - 0" 3" 1' - 0" LAP MIDDLE BARS AT MIDSPAN LAP BOTTOM BARS AT SUPPORTS A. TYPICAL SECTION NOTE LAP BARS PER LAP SCHEDULE TYP. B. GRADE BEAM CORNER #5 B3 CORNER BAR AT EACH LONGITUDINAL BAR C. GRADE BEAM INTERSECTION LAP TOP BARS AT MIDSPAN PLACE FIRST STIRRUP 2" CLR FROM FACE OF SUPPORT (TYP. EACH END OF SPAN) #5 B3 CORNER BAR AT EACH LONGITUDINAL BAR CLEAR DISTANCE EA. FACE REF. GENERAL NOTES FOR BEAM REINF. REF. SCHED. PIPE SLEEVE - REF. MEP DWGS FOR EXACT SIZE & LOCATION (DIA. NOT TO EXCEED 6" NOR 1/3 BEAM DEPTH; SUBMIT DWGS TO A/E SHOWING LOCATION AND SIZE OF ALL PENETRATIONS LARGER THAN 3" PRIOR TO PLACEMENT) 2-#5 x 2'-6" ABOVE AND BELOW SLEEVE BEAM DEPTH "D" (MIN.) D/3 CLR (MIN.) D/3 CLR ADDITIONAL STIRRUP EACH SIDE OF PIPE SLEEVE FINISHED GRADE AFFECTED ZONE COMPACTED FILL EXCAVATED PIPE TRENCH EXCAVATION SHALL COMPLY W/ALL LOCAL CODES AND ORDINANCES AND OSHA NOTE DO NOT EXCAVATE A TRENCH CLOSER THAN A 45° ANGLE BELOW BOTTOM OF FOOTING OR GRADE BEAM. FOUNDATION GRADE BEAM/FOOTING NOTE ALL PLUMBING LINES, IN THE AFFECTED ZONE & MORE THAN 3'-0" BELOW THE BOTTOM OF FOOTING, SHALL BE PLACED BEFORE COMPACTING THE SUBGRADE. THE FOOTINGS/GRADE BEAMS SHALL BE PLACED LATER. G.C. TO NOTIFY STRUCTURAL ENGINEER OF ANY PIPES IN THE AFFECTED ZONE OF THE FOUNDATION & WITHIN 3'-0" BELOW THE BOTTOM OF FOUNDATION. 45° 1' - 0" DRAWINGS REF. MEP 1' - 0" SHOWN ON PLAN 4" RECESS WHERE REF. ARCH. FOR LOCATION OF TRENCHES MEP REF. TRENCH DRAIN TRENCH DRAIN REF. MEP/ARCH. DWGS FOR ADDNL INFO. 1-#4 CONT. T&B @ PERIMETER TYP. SLAB REINF. #3 @ 12" O.C. E.W. FLOOR DRAIN 1' - 0" DRAWINGS REF. MEP 1' - 0" REF. PLUMBING FOR LOCATION OF TRENCHES TYP. SLAB REINF. 1-#4 CONT. T&B @ PERIMETER TRENCH DRAIN REF. MEP/ARCH. DWGS FOR ADDNL INFO. MATCH SLAB REINF. MEP REF. 1 6 1' - 0" 1' - 3" 1' - 0" REF. PLUMBING FOR LOCATION OF TRENCHES RECESS @ URINAL 1-#4 CONT. T&B @ PERIMETER MATCH SLAB REINF. TYP. SLAB REINF. 4" RECESS VERIFY W/ SUPPLIER A. WALL CORNER CORNER BAR AT EACH HORIZONTAL BAR MATCHING SIZE AND SPACING B. WALL T-INTERSECTION CORNER BAR AT EACH HORIZONTAL BAR MATCHING SIZE AND SPACING WALL WIDTH WALL WIDTH CLASS B LAP SPLICE CLASS B LAP SPLICE CLASS B LAP SPLICE CLASS B LAP SPLICE 2' - 6" 8" 6" (VERIFY W/ MFR) 2' - 0" x 2' - 0" 8" 1' - 0" PROVIDE 1 1/2" x 1 1/2" LIP ALL SIDES CONC. SLAB REF. PLAN WIDTH SCHED. BEAM CONC. WALL REF. DETAILS U S . S D . N V A I L R S G I I N BRADLEY CARVILLE 0-67914-1B D E E N R G E I T N S I E G E E R R salasobrien.com Project No: Registration: Project Number: Date: Project Engineer: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES New Orleans 541 Julia St., Suite 200 New Orleans, LA 70130 2250-00216 F-4111 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT CONFIDENTIAL THIS DRAWING AND ASSOCIATED DESIGN ELEMENTS ARE CONFIDENTIAL AND THE PROPERTY OF SALAS O'BRIEN, WHICH RETAINS ALL COMMON LAW, COPYRIGHT, STATUTORY AND OTHER RIGHTS THERETO. ANY UNAUTHORIZED USE, REUSE OR REPRODUCTION IS PROHIBITED. UNLESS OTHERWISE AGREED TO BY SALAS O'BRIEN, THIS DRAWING (AS WELL AS ANY COPIES) SHALL BE RETURNED TO SALAS O'BRIEN UPON REQUEST. 11/11/2025 11:31:38 AM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/Westin St John CAPEX Projects_STRUCTURE_R24.rvt 11/14/2025 BC TYPICAL CONCRETE DETAILS S3.10 11/14/2025 NTS TENSION LAP SPLICE SCHEDULE 1 NTS ADH. ANCHOR & DWL SCHEDULE 2 NTS REBAR DOWEL SCHEDULE 3 NTS SLAB ON GROUND JOINTS 5 NTS TYP. SLAB-ON-GROUND DETAILS 4 NTS TYP. GRADE BEAM REINF. DETAIL 6 NTS TYP. HORIZ. GR. BM PENETRATION 7 NTS TRENCH PARALLEL TO FDN 8 NTS TYPICAL S.O.G. DRAIN DETAILS 9 NTS 10 TYP. CONC. WALL REINF. DETAIL NTS SECTION AT VAULT SUMP PIT 11 T.O. PIER EL. REF. PLAN CL OF PIER F.F. EL. REF. PLAN F.F. EL. REF. PLAN F.F. EL. REF. PLAN F.F. EL. REF. PLAN F.F. BEYOND EL. REF. PLAN F.F. EL. REF. PLAN T.O.C. EL. REF. PLAN F.F. EL. REF. PLAN F.F. EL. REF. PLAN A. SECTION B. PIER PLAN LEGEND TOP OF PIER ELEVATION PENETRATION INTO BEARING STRATUM IN FEET SHAFT DIAMETER IN INCHES XX-XX / XX' - X" C. STRAIGHT SHAFT PIER SCHEDLE EXISTING ROCK LAYER. PIERS TO TERMINATE DIRECTLY ABOVE ROCK INTO LAYER PROVIDE ADDL TWO TURNS OF CONTINUOUS TIE @ TOP AND BOTTOM EXIST. GRADE PRECAST CONC PILE REINF. PER SUPPLIER XXX / -XXX REQD UPLIFT CAPACITY IN KIPS (IF PROVIDED) REQD DOWNWARD CAPACITY IN KIPS (IF PROVIDED) PIER DOWELS REF. REF. FOR ADDL INFO. 2/S3.11 2/S3.11 25' - 0" TOP OF GRADE BEAM 4" CONCRETE PLUG (GRADE 30) 1.5MM M.S. PLATE AS FORMWORK TO RECEIVE IN-SITU CONCRETE PLUG NOTES: 1. PRECAST PILE REINF. BY SUPPLIER TO BE DESIGNED FOR ALLOWABLE LOADS. 2. REFER TO TYPICAL DETAILS FOR PILE INFILL REINFORCEMENT TOP OF PIER AT BEAM / PIER CAP / PILASTER / WALL TOP OF GRADE BEAM 4" CONCRETE PLUG REF. 1/S3.11 OR PIER CAP GRADE BEAM GRADE BEAM (REINF. NOT SHOWN) (4) #5 DOWELS W/ STANDARD HOOK WELDED TO PLATE PLUGGED INTO PILE #4 B4 @ 12" O.C. REINF. REF. SCHED. FINISH REF. ARCH. CMU WALL REF. REINF. REF. PLAN NOTES FINISHED GRADE BEAM WIDTH SCHED. 3" CLR SCHED. BEAM DEPTH 1/S4.10 8 1/2" 8" 4" VAPOR BARRIER REF.PLAN FORMED KEYWAY WITH WATERSTOP REINF. REF. SCHED. #4 B4 @ 12" O.C. SIDEWALK WHERE NOTED ON SITE PLAN - PROVIDE #4 A3 DOWELS @ 12" O.C. IN PLASTIC SLEEVES 1/2" COMPRESSIBLE FILLER W/ SEALANT REINF. REF. PLAN NOTES BEAM WIDTH SCHED. 3" CLR SCHED. BEAM DEPTH 8" VAPOR BARRIER PLAN REF. FORMED KEYWAY WITH WATERSTOP SLOPE REINF. REF. PLAN NOTES REINF. REF. SCHED. #4 B2 @ 12" O.C. - ALTERNATE HOOK DIRECTION BEAM WIDTH SCHED. 3" CLR SCHED. BEAM DEPTH VAPOR BARRIER 8" REINF. REF. PLAN NOTES REINF. REF. SCHED. #4 B2 @ 16" O.C. - ALTERNATE HOOK DIRECTION CMU WALL REF. 1/S4.10 BEAM WIDTH SCHED. 3" CLR SCHED. BEAM DEPTH VAPOR BARRIER 8" #4 B4 @ 12" O.C. REINF. REF. PLAN 1 - #4 CONT. @ PERIMETER REF. PLAN CONCRETE SLAB REF. PLAN #4 Z-BARS @ PERIMETER W/ 8" LEGS. SPACE TO MATCH HOUSEKEEPING PAD SPACING REF. PLAN REINF. REF. PLAN CONCRETE PIER, REF. PLAN CONCRETE SLAB, REF. PLAN FOR REINF. (3) #5 TRUSS BARS EACH WAY 4" 7" VAPOR BARRIER EMBED. 4" PILE 3' - 3" PILE TO BE FILLED FULL LENGTH WITH 4000 PSI CONCRETE 3" CLR. #8 FULL LENGTH OF PILE WITH 180 DEGREE HOOK INTO GRADE BEAM. BAR TO EXTEND TO TOP OF GRADE BEAM REINF. PRECAST HOLLOW CONCRETE PILE #4 B4 @ 12" O.C. REINF. REF. SCHED. 1/2" COMPRESSIBLE FILLER W/ SEALANT DRIVEWAY WHERE NOTED ON SITE PLAN - PROVIDE #4 A3 DOWELS @ 12" O.C. IN PLASTIC SLEEVES REINF. REF. PLAN NOTES REF. PLAN DOOR MFR COORD. W/ GARAGE SCHED. BEAM DEPTH GARAGE DOOR BY OTHERS. COORDINATE DOOR LOCATION PRIOR TO POURING SLAB BEAM WIDTH SCHED. 3" CLR GALV. L2 1/2x2 1/2x1/4" W/ 1/2" ⌀x 4" LONG HEADED WELDED STUD @ 12" O.C. STUD WALL BEYOND 8" PLAN REF. SLOPE DOWN CONC. SLAB OVER VAPOR BARRIER REINF. REF. SCHED. BEAM WIDTH SCHED. 3" CLR SCHED. BEAM DEPTH CONC. PILE REF. PLAN 4" x 24" SQ. DISHOUT AT PILE PLAN REF. CONC. WALL, REF. PLAN FOR REINF. CONT. FORMED KEYWAY WITH WATERSTOP CONT. FORMED KEYWAY CONC. WALL, REF. PLAN FOR REINF. 1' - 0" DOWELS INTO SLAB TO MATCH VERTICAL WALL BAR SIZE AND SPACING CISTERN SLAB REF. PLAN REF. SCHED. CLASS B LAP PLAN REF. PLAN REF. 8" CONC. SLAB, REF. PLAN FOR REINF. SCHED. BEAM DEPTH SCHED. BEAM WIDTH 4' - 5" 2' - 8 1/2" 5" CONC. SLAB REINF. W/ #4 @ 12" O.C. EA. DIR MID-SLAB CONT. FORMED KEYWAY W/ #4 A3 DOWEL @ 12" O.C. NOTE: G.C. TO COORDINATE DIMENSIONS OF TRENCH WITH TSG PRIOR TO POURING GRADE BEAM, REF. PLAN FOR REINF. GW-125 BAR GRATING BY McNICHOLS (BASIS OF DESIGN) WITH GALV. COATING 1 1/4" 2" 1/2" DIA. A36 THR ROD W/ 4" EMBED. SPACED 30" O.C. PROVIDE SADDLE CLIP AT EACH ANCHOR 1 REINF. REF. SCHED. #4 B4 @ 12" O.C. 1/2" OFFSET AT DOOR REINF. REF. PLAN NOTES BEAM WIDTH SCHED. 3" CLR SCHED. BEAM DEPTH 8" VAPOR BARRIER FORMED KEYWAY WITH WATERSTOP SLOPE DOWN NTS TYP. PERIM. GRADE BEAM @ CMU 3 NTS GB SECTION AT EDGE OF EXT. SLAB 4 NTS TYP. INTERIOR GRADE BEAM 5 NTS TYP. INTER. GRADE BEAM @ CMU 6 NTS HOUSEKEEPING PAD DETAIL 7 U S . S D . N V A I L R S G I I N BRADLEY CARVILLE 0-67914-1B D E E N R G E I T N S I E G E E R R salasobrien.com Project No: Registration: Project Number: Date: Project Engineer: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES New Orleans 541 Julia St., Suite 200 New Orleans, LA 70130 2250-00216 F-4111 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT CONFIDENTIAL THIS DRAWING AND ASSOCIATED DESIGN ELEMENTS ARE CONFIDENTIAL AND THE PROPERTY OF SALAS O'BRIEN, WHICH RETAINS ALL COMMON LAW, COPYRIGHT, STATUTORY AND OTHER RIGHTS THERETO. ANY UNAUTHORIZED USE, REUSE OR REPRODUCTION IS PROHIBITED. UNLESS OTHERWISE AGREED TO BY SALAS O'BRIEN, THIS DRAWING (AS WELL AS ANY COPIES) SHALL BE RETURNED TO SALAS O'BRIEN UPON REQUEST. 12/12/2025 3:41:03 PM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/Westin St John CAPEX Projects_STRUCTURE_R24.rvt 11/14/2025 BC TYPICAL CONCRETE DETAILS S3.11 11/14/2025 NTS TYPICAL DRILLED PIER DETAILS 1 STRAIGHT SHAFT PIER SCHEDULE MARK SHAFT DIA. P1 16 P2 18 P3 20 3/4" = 1'-0" TYP. TOP OF PIER DETAIL 2 NTS TYP. DTL AT DISHOUT AT PIER 10 NTS TYP. TENSION PILE DTL. 12 NTS ENTRANCE @ OVERHEAD DOOR 8 NTS SECTION AT CISTERN FDTN 9 NTS SECTION AT CISTERN ROOF SLAB 11 3/4" = 1'-0" SECTION AT TRENCH 13 NTS GB SECTION AT ENTRY DOOR 14 1 ASI-006.1-WSJ 12-12-2025 T.O. WALL EL. REF. ARCH. DWGS F.F. EL. REF. PLAN F.F. EL. REF. PLAN T.O. WALL EL. REF. ARCH. DWGS REF. DETAIL FOR BOND BEAM @ ROOF FRAMING. REINF. W/ 2-#4 CONT. PROVIDE 16" CONT. BOND BEAM @ TOP OF WALL REINF. W/ 2-#4 CONT. TOP & BOTT. NOTE REF. ARCH. DWGS FOR LOCATIONS OF MASONRY CONTROL JOINTS TYPE B1 DOWELS TO MATCH VERTICAL REINF. SIZE AND SPACING TYP. JOINT REINFORCEMENT = 9 GA. LADDER - TYPE @ 16" O.C. LAP 16" @ SPLICES EXTEND VERT. REINF. INTO BOND BEAM REF. 2/S4.10 2/S4.10 7/S4.10 8" CMU WALL W/ TYP. FULL-HEIGHT VERTICAL REINFORCEMENT: EXTERIOR WALLS = #6 @ 16" O.C. INTERIOR PARTITIONS = #5 @ 32" O.C. REINFORCEMENT TO OCCUR WITHIN FULLY GROUTED CELLS AND LAPPED PER DETAIL ALL CMU CELLS AT INTERIOR AND EXTERIOR WALLS SHALL BE FULLY GROUTED EVEN IF REBAR IS NOT PRESENT 4' - 0" O.C. PROVIDE BOND BEAM @ 48" O.C. VERTICALLY W/ #5 CONT TOP AND BOTTOM 1 VERTICAL BAR 2 VERTICAL BAR NOTES 1. BARS SHALL BE SPACED W/ "DUR-O-WAL" VERTICAL BAR POSITIONER OR APPROVED EQUAL. 2. MECHANICAL COUPLERS MAY BE USED IN LIEU OF LAP SPLICES AT CONTRACTOR'S OPTION. 3. PROVIDE ONE OF THE FOLLOWING MECHANICAL SPLICE OR APPROVED EQUAL: - ERICO "LENTON" COUPLER SYSTEM - BARLOCK "S-SERIES" COUPLER SYSTEM - RICHMOND "US/MC-SAE" COUPLERS SYSTEM BAR SIZE #3 #4 #5 #6 #7 #8 #9 1'-0" 1'-1" 1'-8" 3'-2" NOTE 3 1 BAR 2 BAR 1'-0" 1'-6" NOTE 3 1 BAR 2 BAR 1 BAR 1'-0" 1'-1" 1'-8" 3'-2" NOTE 3 1'-0" 1'-6" NOTE 3 1'-0" 1'-6" 2'-4" 4'-5" 12" 8" 6" NOMINAL CMU WIDTH, "W" LAP LENGTH, "L" L L EQ. EQ. 2 3/4" 2'-4" 4'-6" 6'-4" 4'-3" 4'-3" 2'-4" 4'-6" 6'-4" HORIZ. 1 OR 2 BAR 1'-5" 2'-6" 3'-10" NOTE 3 1-#4 TOP & BOTTOM 4 FT - 6 FT 16" 10 FT - 12 FT 8 FT - 10 FT 6 FT - 8 FT 1-#5 TOP & BOTTOM #3 STIRRUPS @ 16" O.C. 1-#6 TOP & BOTTOM #3 STIRRUPS @ 12" O.C. 1-#7 TOP & BOTTOM #3 STIRRUPS @ 8" O.C. 16" 16" 16" HEIGHT 2 FT - 4 FT CLEAR SPAN REINFORCEMENT 1-#4 TOP & BOTTOM 8" 8" BOND BEAM LINTEL SCHEDULE REINFORCE JAMBS REF. HEIGHT LINTEL TYP. 2" CLR 4/S4.10 NOTE 1. EXTEND REBAR AND GROUND A MINIMUM OF 2'-0" BEYOND OPENING AT EACH END. HOOK IF 2'-0" CANNOT BE ACHIEVED PROVIDE REINF. PER SCHEDULE IN FULLY-GROUTED CELL 8 16 B REINF. 5 2 4 3 1 JAMB REINFORCEMENT SCHEDULE REINFORCEMENT AT EDGE OF OPENINGS MARK NOTES 1. ALL REINFORCED CELLS SHOWN SHALL BE SOLID GROUTED. 2. ALL 8" CMU WALLS SHALL HAVE JAMB TYPE AT EACH SIDE OF OPENINGS U.N.O. ON PLAN. 3. ALL 12" CMU WALLS SHALL HAVE JAMB TYPE AT EACH SIDE OF OPENINGS U.N.O. ON PLAN. 1 2 B REF. ARCH. DWGS OPENING WIDTH 24 16 24 6-#6 4-#6 3-#7 2-#6 1-#6 PLAN OF REINFORCING # MARK REINFORCEMENT TO MATCH SCHEDULED REINF. IN GROUTED CELL @ EA. SIDE OF CONTROL JOINT, U.N.O. NOTES 1. DISCONTINUE JOINT AND BOND BEAM REINF. AT CONTROL JOINTS. DO NOT DISCONTINUE LINTEL REINFORCEMENT. 2. REFER TO ARCHITECTURAL FOR NON- REINFORCED WALL CONTROL JOINTS. 35'-0" MAXIMUM SPACING 1/2" WIDE CONTROL JOINT @ CONT. MASONRY CONTROL JOINT (MCJ) W/ PREFORMED GASKET DESIGNED TO MAINTAIN LATERAL STABILITY TOP OF WALL CMU WALL BOND BM BARS SOLID GROUTED STEPPED BOND BM GROUT SLOPE TO FOLLOW SLOPE OF ROOF 2'-0" LAP 2'-0" LAP A. SLOPED ROOF B. SLOPED PARAPET INSIDE BARS NOTES 1. PROVIDE CORNER/TEE PIECES FOR JOINT REINF. 2. TYPICAL WALL REINF. NOT SHOWN FOR CLARITY - REF. WALL SCHEDULE FOR SIZE AND SPACING. OUTSIDE BARS PLAN AT INTERSECTION PLAN AT CORNER 30 d 1' - 6" MIN. 30 d 1' - 6" MIN. b b REBAR SIZE TO MATCH SCHEDULED REINF. 3 3/8" 4 1/2" 5 5/8" 6 3/4" ANCHOR DIA. EMBEDMENT 3/8" (OR #3 REBAR) 1/2" (OR #4 REBAR) 5/8" (OR #5 REBAR) 3/4" (OR #6 REBAR) CMU NOTES -MIN. EDGE DISTANCE = 4" -MIN. SPACING = 8" (1 PER CELL) -LOCATE ANCHORS IN SOLID GROUTED CELLS CMU ANCHORS OR DOWELS 8" ANCHOR DIA. EMBEDMENT 1/4" 5/16" 3/8" 1/2" BRICK ANCHORS BRICK NOTES -MIN. EDGE DISTANCE = 8" -MIN. SPACING = 16" -LOCATE ANCHOR IN THE CENTER OF THE BRICK, NOT INTO MORTAR JOINTS EMBED. MASONRY SURFACE ADHESIVE ANCHOR MASONRY ANCHOR NOTES 1. ADHESIVE TO BE HILTI HIT-HY 270. 2. ANCHOR RODS SHALL BE A36 THREADED RODS. 3. REBAR SHALL BE PER GENERAL NOTES. 4. FOLLOW MFR RECOMMENDATIONS FOR INSTALLATION. 5. CONTR. SHALL HIRE A THIRD-PARTY TESTING AGENCY TO PERFORM TENSION AND SHEAR TESTS FOR ANCHORS IN EXIST.BRICK TO PROVIDE DESIGN VALUES. TESTING SHALL BE DONE IN ACCORDANCE WITH ASTM E3121/E3121M STANDARD TEST METHODS FOR FIELD TESTING OF ANCHORS IN CONC. OR MASONRY. CONNECTIONS INCLUDED IN THIS SET MAY HAVE TO BE REVISED BASED ON THE TESTING RESULTS 8" 8" 8" GRADE BEAM PER PLAN 16" CONT. BOND BEAM W/ 2-#4 CONT. TOP & BOTT. TRIM HEIGHT AS REQ'D CMU WALL REINFORCING, REF. S4.10 CONCRETE SLAB ON METAL DECK PER PLAN 3/4" DIA A36 THR ROD @ 12" O.C. W/ 6 3/4" EMBED. (HILTI HIT-HY 270) CONC. SLAB PER PLAN SLOPE GRADE BEAM PER PLAN 16" CONT. BOND BEAM W/ (2) #4 CONT. TOP & BOTT. TRIM HEIGHT AS REQ'D. CMU WALL REINFORCING, REF. S4.10 CONCRETE SLAB ON METAL DECK PER PLAN CONC. SLAB PER PLAN WF BEAM REF. PLAN REF. PLAN B.O.D. EL. SLOPE 1 1/2" (2) L4x4x3/8" W/ (3) 3/4" DIA A325 INTO BEAM AND (2) 3/4" DIA A36 THR RODS INTO BOND BEAM W/ 6 3/4" EMBED. S4.10 5/8" DIA A36 @ 12" O.C. GRADE BEAM PER PLAN 8" BOND BEAM TRIMMED AS REQ. TO MATCH ROOF SLOPE CMU WALL REINFORCING, REF. S4.10 CONCRETE SLAB ON METAL DECK PER PLAN 3/4" DIA A36 THR ROD @ 12" O.C. W/ 6 3/4" EMBED. (HILTI HIT-HY 270) CONC. SLAB PER PLAN WIDE FLANGE BEAM REF. PLAN 1/S4.10 L6x4x5/16" x 8" LONG EA. SIDE @ 48" O.C. W/ (2) 1/2" DIA EXP ANCHORS EA. SIDE OF WALL 2" GAP AT TOP OF WALL REF. PLAN CONCRETE WALL (REINF. NOT SHOWN) #5 B1 @ 16" O.C. CMU WALL ELEVATION CONTROL JOINT REINFORCEMENT REF. DECK ELEVATION - REF. PLAN CORNER REINFORCEMENT REF. REF. ARCH. DWGS OPENING WIDTH SCHEDULE (2'-0" MIN.) "B" REF. JAMB REINF. LINTEL REINFORCEMENT REF. JAMB REINFORCEMENT REF. LINTEL REINFORCEMENT REF. 6/S4.10 3/S4.10 5/S4.10 4/S4.10 3/S4.10 U S . S D . N V A I L R S G I I N BRADLEY CARVILLE 0-67914-1B D E E N R G E I T N S I E G E E R R salasobrien.com Project No: Registration: Project Number: Date: Project Engineer: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES New Orleans 541 Julia St., Suite 200 New Orleans, LA 70130 2250-00216 F-4111 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT CONFIDENTIAL THIS DRAWING AND ASSOCIATED DESIGN ELEMENTS ARE CONFIDENTIAL AND THE PROPERTY OF SALAS O'BRIEN, WHICH RETAINS ALL COMMON LAW, COPYRIGHT, STATUTORY AND OTHER RIGHTS THERETO. ANY UNAUTHORIZED USE, REUSE OR REPRODUCTION IS PROHIBITED. UNLESS OTHERWISE AGREED TO BY SALAS O'BRIEN, THIS DRAWING (AS WELL AS ANY COPIES) SHALL BE RETURNED TO SALAS O'BRIEN UPON REQUEST. 11/11/2025 11:31:39 AM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/Westin St John CAPEX Projects_STRUCTURE_R24.rvt 11/14/2025 BC TYPICAL CMU DETAILS S4.10 11/14/2025 3/4" = 1'-0" TYP. 8" CMU WALL SECTION 1 NTS MASONRY LAP SCHEDULE 2 NTS TYP. CMU WALL OPENING 3 NTS TYP. CMU WALL OPENING JAMBS 4 3/4" = 1'-0" TYPICAL CONTROL JOINT 5 3/4" = 1'-0" TYPICAL BOND BEAM STEP DETAIL 7 3/4" = 1'-0" CMU CORNER DTL AT BOND BM 6 3/4" = 1'-0" MASONRY ADHES. ANCH. SCHED. 10 3/4" = 1'-0" TYP. CMU SHEAR WALL AT DECK 11 3/4" = 1'-0" TYPICAL CMU WALL AT WF BEAM 12 3/4" = 1'-0" TYP. CMU SHEAR WALL AT ROOF DECK - PARALLEL 13 NTS TYP. DTL AT CMU AT CONC. WALL 9 3/4" = 1'-0" WALL ELEVATION 8 F.F. EL. REF. PLAN F.F. EL. REF. PLAN B.O.D. EL. REF. PLAN A. TYPICAL DECK SECTION AT BEAM B. TYPICAL DECK SECTION AT GIRDER WWF REINF. REF. PLAN NOTES. SUPPORT 1" CLR FROM TOP OF SLAB AT BEAMS. DRAPE TO 1" ABOVE DECK AT MIDPOINT OF DECK SPAN #4 x 6'-0" @ 16" O.C. TYPICAL OVER GIRDERS. LOCATE 1" CLR FROM TOP OF SLAB WWF REF. PLAN NOTES & "TYPICAL FLOOR DECK SECTION @ BEAM" E. TYPICAL PLAN VIEW AT FLOOR OPENING #4 x 3'-0" EACH CORNER, 1" CLR FROM TOP OF SLAB PROVIDE DECK EDGE IN ACCORDANCE WITH "TYPICAL FLOOR DECK EDGE" DETAILS G. PUNCHED FLOOR OPENING ( 12" X 12" OR SMALLER) #4 x 3'-0" EACH CORNER, 1" CLR FROM TOP OF SLAB NOTE BLOCK OUT THE OPENING AND CUT DECK AFTER CONCRETE CURED #4 x 3'-0" EA. SIDE, 2" CLR FROM FACE OF OPENING, 1" CLR FROM TOP OF SLAB 1" ADD'L TOP BARS OVER SUPPORTS REF. PLAN WELDED HEADED STUD REF. PLAN MECH DUCT REF. PLAN FOR ORIENTATION OF DECK WWF REF. PLAN NOTES & "TYPICAL FLOOR DECK SECTION @ BEAM" REF. PLAN STEEL BEAM REF. PLAN L5x5x5/16 EA. SIDE SPANNING BTWN BEAMS PLAN REF. CL CL SIZE AND LOCATION REF. MECH. PLANS FOR OPENING STEEL BEAM REF. PLAN PLAN REF. #4 @ 12" O.C. TOP x 4'-0" LONG STEEL BEAM REF. PLAN NOTE: DIAGONAL BRACING TO RESIST LATERAL MOVEMENT OF ASSEMBLY NOT SHOWN FOR CLARITY UNISTRUT CHANNEL FRAMING. SIZE AND SPACE UNISTRUT ASSEMBLY ACCORDING TO MANUFACTURER'S SAFETY REQUIREMENTS CONT. ALL-THREAD THRU-BOLTS AS REQUIRED. SIZE AND LENGTH OF "ALL-THREAD" SHALL MEET STANDARD SAFETY REQUIREMENTS BASED ON SUSPENDED LIVE LOAD NOTE G.C. TO PROVIDE ENGINEERED SUBMITTALS FOR ALL SUSPENDED SURGICAL LIGHTING AND MEDICAL EQUIPMENT. 1/4" GUSSET PL (TYP.) L3x3x1/4 BRACE REF. PLAN FOR LOCATIONS BEAM REF. PLAN ROOF DECK REF. PLAN SC1: BEAM TO BEAM SHEAR CONNECTION DESIGN CRITERIA A. DETAIL CONNECTIONS PER AISC - ASD 9TH EDITION SPECIFICATION USING MIN. 5/16" THICK DOUBLE CLIP ANGLES OR MIN. 3/8" SHEAR PLATE. USE 3/4" DIA. A 325-N BOLTS OR LARGER FOR ALL STRUCTURAL CONNECTIONS U.N.O.. SHEAR PLATE CONNECTIONS SHALL BE BOLTED @ BEAM AND WELDED @ SUPPORT. DOUBLE CLIP ANGLES CAN BE EITHER BOLTED OR WELDED PROVIDED THEY COMPLY WITH LOADING REQUIREMENTS AND AISC STANDARDS. B. IN ADDITION TO SHEAR CONNECTION DESIGN CRITERIA PER NOTES A - C, PROVIDE A MINIMUM OF THE FOLLOWING NUMBER OF CONNECTION BOLTS AS FOLLOWS: W8 - W12 2 BOLTS W14 - W16 3 BOLTS STANDARD AISC SHEAR CONNECTION PER NOTES BELOW, TYP. U.N.O. 4" REF. PLAN CONC. SLAB OVER DECK REF. PLAN BENT PL. 3/8"x4"x1'-0" CONT. WF BEAM REF. PLAN 8" PL. 5/16" x AS REQ'D @ 24" O.C. 1/4 3-12 3 FACES 1/4 1 1/2" GALV. L7x4x3/8" CONT. BTW STEEL BEAMS W/ 3/4" DIA A36 @ 16" O.C. CONCRETE SLAB OVER METAL DECK CISTERN TOP SLAB REF. PLAN CISTERN WALL REF. PLAN DIRECTION OF NEAREST BEAM SUPPORT REINFORCING RIB A. SHEAR STUD PLACEMENT ON BEAMS TANDEM ROW (MIN. B - 6") TRIPLE ROW (MIN. B - 9") B. SHEAR STUD PLACEMENT IN FLUTES B/2 B/2 B B/4 OR 1 1/2" B/4 OR 1 1/2" 3" 3" SHEAR STUD TYP. REF. SPECIFICATIONS AND PLAN NOTES COMPOSITE BEAM NOTES SINGLE ROW COMPOSITE STEEL BEAMS ARE INDICATED ON THE PLANS THUS: W16x26 (N or N1,N2,N3,...) C=XX" R=XXk A=XXk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salasobrien.com Project No: Registration: Project Number: Date: Project Engineer: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES New Orleans 541 Julia St., Suite 200 New Orleans, LA 70130 2250-00216 F-4111 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT CONFIDENTIAL THIS DRAWING AND ASSOCIATED DESIGN ELEMENTS ARE CONFIDENTIAL AND THE PROPERTY OF SALAS O'BRIEN, WHICH RETAINS ALL COMMON LAW, COPYRIGHT, STATUTORY AND OTHER RIGHTS THERETO. ANY UNAUTHORIZED USE, REUSE OR REPRODUCTION IS PROHIBITED. UNLESS OTHERWISE AGREED TO BY SALAS O'BRIEN, THIS DRAWING (AS WELL AS ANY COPIES) SHALL BE RETURNED TO SALAS O'BRIEN UPON REQUEST. 11/11/2025 11:31:40 AM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/Westin St John CAPEX Projects_STRUCTURE_R24.rvt 11/14/2025 BC TYPICAL STEEL DETAILS S5.10 11/14/2025 NTS TYP. COMP. DECK DETAILS 1 3/4" = 1'-0" OPENING IN ROOF SLAB 2 3/4" = 1'-0" DECK SPAN DIRECTION CHANGE 6 NTS SUSPENDED EQUIP. SUPPORT DTL 3 3/4" = 1'-0" ANGLE BRIDGING 4 NTS TYPICAL SHEAR CONNECTIONS 5 1" = 1'-0" DTL AT RO PLANT ROOF SLAB 7 1" = 1'-0" DTL AT CISTERN WALL BTWN BMS 8 3/4" = 1'-0" TYP. COMPOSITE BEAM DETAIL 9 T T S S STORAGE 1004 RO PLANT 1000 1 2 1 2 4 3 6 8 10 11 5 4 5 3 7 7 3 DMS-1 DMS-2 DMSCU-2 DMSCU-1 9 12 RLR RLR MCC 1001 10 14 EF-2 13 13 14 10 EF-3 EF-1 100/24 100/24 15 11 12 M 10 16 M MECHANICAL KEYED NOTES 1 ROUTE REFRIGERANT LINES UP OUTSIDE EXTERIOR WALL. PENETRATE WALL AT 1'-0"AFF. FIELD ROUTE TO RESPECTIVE INDOOR UNIT. PROVIDE 4" THICK REINFORCED CONCRETE HOUSEKEEPING PAD. SIZE PAD PER UNIT MANUFACTURER'S RECOMMENDATIONS. (RE: 2/M2.00) UNDERCUT DOOR 1" FOR MAKE UP AIR PATH. ROUTE 3/4" INSULATED CONDENSATE DRAIN TO HUB DRAIN. COORDINATE WITH PLUMBING FOR EXACT LOCATION OF HUB DRAIN. (RE: 3/M2.00) MOUNT UNIT ABOVE DOOR. ROUTE EXHAUST DUCT (SIZE AS SHOWN) UP TO ROOF HOOD. PROVIDE GREENHECK MODEL GRSR WITH 0.37 SQFT THROAT AREA OR APPROVED EQUAL. COORDINATE WITH ARCHITECT FOR COLOR SELECTION. LOCATE EXHAUST MIN 10'-0" FROM ALL BUILDING OUTSIDE AIR INLETS AND 3'-0" FROM ALL BUILDING KITCHEN EXHAUST OUTLETS. PROVIDE UNITS WITH MEANS OF VIBRATION ISOLATION MOUNTING. SIDEWALL MOUNTED FAN. MOUNT FAN 8'-0" AFF. INSTALL INTAKE LOUVER WITH MINIMUM FREE AREA OF 9.6 SF GREENHECK MODEL AFL-601-72x44 WITH BIRD SCREEN OR APPROVED EQUAL. COORDINATE WITH ARCHITECT FOR COLOR SELECTION AND MOUNTING HEIGHT. LOCATE INTAKE MIN 10'-0" FROM ALL BUILDING EXHAUST OUTLETS. (RE: 1/M2.00). MOUNT LOUVER 8'-0" AFF. LOUVER TO HAVE THE FOLLOWING REQUIREMENTS: AMCA-500-L (AIR), AMCA-500-L (WATER), AMCA-500-L (WIND DRIVEN), AMCA 540 BASIC LEVEL D DEBRIS IMPACT, AMCA 550 HIGH VELOCITY WIND DRIVEN RAIN, MIAMI/DADE RATED. MOTORIZED DAMPER TO OPEN WHEN ASSOCIATED WALL MOUNTED EXHAUST FAN IS ENERGIZED. WALL MOUNTED EXHAUST FAN CONTROLS TO BE INSTALLED HERE. MOUNT CONDENSING UNIT ON WALL. INSTALL INTAKE LOUVER WITH MINIMUM FREE AREA OF 6.1 SF GREENHECK MODEL AFL-601-100x24 WITH BIRD SCREEN OR APPROVED EQUAL. COORDINATE WITH ARCHITECT FOR COLOR SELECTION AND MOUNTING HEIGHT. LOCATE INTAKE MIN 10'-0" FROM ALL BUILDING EXHAUST OUTLETS. (RE: 1/M2.00). MOUNT LOUVER 10'-10" AFF. PROVIDE ROOF MOUNTED EXHAUST FAN FOR 1004 STORAGE. INSTALL INTAKE LOUVER WITH MINIMUM FREE AREA OF 0.6 SF GREENHECK MODEL AFL-601-24x16 WITH BIRD SCREEN OR APPROVED EQUAL. COORDINATE WITH ARCHITECT FOR COLOR SELECTION AND MOUNTING HEIGHT. LOCATE INTAKE MIN 10'-0" FROM ALL BUILDING EXHAUST OUTLETS. (RE: 1/M2.00). MOUNT LOUVER 10'-0" AFF. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 MECHANICAL GENERAL NOTES 1.) ALL DUCT SIZES SHOWN ARE INSIDE CLEAR, INCREASE ACCORDINGLY WHERE INTERIOR LINER IS SHOWN OR SPECIFIED. 2.) COORDINATE IN THE FIELD THE EXACT LOCATION OF ALL CEILING MOUNTED GRILLES AND DIFFUSERS WITH LIGHT FIXTURES AND (ARCHITECT'S) REFLECTED CEILING PLAN. 3.) ALL EXTERIOR BRACKETS, CLAMPS, AND HANGERS SHALL BE HOT DIPPED GALVANIZED. COAT ALL CUT ENDS AND WELDS WITH "ZRC" COLD GALVANIZING COMPOUND. 4.) SHOP PRIME ALL MISCELLANEOUS INTERIOR BRACKETS AND HANGERS UNLESS GALVANIZED OR STAINLESS STEEL. 5.) REFER TO ARCHITECTURAL FOR ALL SOFFIT GRILLE MOUNTING LOCATIONS. MECHANICAL SPECIFICATIONS GENERAL DUCTWORK INSULATION REFRIGERANT PIPING A. REFRIGERANT PIPING: TYPE K HARD-DRAWN COPPER TUBING WITH SWEAT-TYPE, WROUGHT COPPER FITTINGS. CAST FITTINGS ARE NOT PERMITTED. B. PRESSURE TEST: CHARGE THE SYSTEM WITH DRY NITROGEN AND TEST TO 300 PSIG. TEST JOINTS WITH A HALIDE TORCH OR AN ELECTRONIC LEAK DETECTOR. RETEST SYSTEM UNTIL PROVEN TIGHT. C. EVACUATION AND DRYING: AFTER REFRIGERANT SYSTEM HAS BEEN PRESSURE TESTED, CONNECT A SUITABLE VACUUM PUMP AND EVACUATE PIPING SYSTEM, INCLUDING LINES AND EQUIPMENT. MAINTAIN A VACUUM AS HIGH AS PRACTICABLE FOR LONG ENOUGH TO EVAPORATE THE MOISTURE IN THE SYSTEM (AT LEAST 48 HOURS). CHECK THE HUMIDITY WITHIN THE SYSTEM WITH A WET BULB INDICATOR, AND MAINTAIN THE VACUUM UNTIL THE WET BULB TEMPERATURE IS REDUCED TO -40° F. AFTER THE SYSTEM HAS BEEN EVACUATED AND DRIED, BREAK THE VACUUM BY CHARGING PROPER REFRIGERANT INTO THE SYSTEM. D. INSULATION: ELASTOMERIC INSULATION WITH A MINIMUM THICKNESS OF 3/4" WITH A FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DEVELOPED RATING OF 50 OR LESS. THERMAL CONDUCTIVITY OF 0.27 AT 75°F MEAN (ASTM C177 OR C 518). INSULATION TO BE ARMSTRONG OR APPROVED EQUAL. ALL INSULATION IS TO BE COVERED BY SMOOTH FABRICATED Z-LOCK ALUMINUM JACKET 0.016" THICK WITH A FACTORY APPLIED 1 MIL POLYETHYLENE/40LB AND FAB STRAP. KRAFT MOISTURE BARRIER. CHILERS LOCK-ON OR APPROVED EQUAL. TESTING, BALANCING AND ADJUSTING A. PERFORM WORK IN ACCORDANCE WITH APPLICABLE STATUTES, ORDINANCES, CODES AND REGULATIONS OF GOVERNMENTAL AUTHORITIES HAVING JURISDICTION. B. OBTAIN ALL PERMITS REQUIRED. C. CONTRACT DRAWINGS ARE DIAGRAMMATIC ONLY AND DO NOT GIVE FULLY DIMENSIONED LOCATIONS OF VARIOUS ELEMENTS OF WORK. DETERMINE EXACT LOCATIONS FROM FIELD MEASUREMENTS. D. GUARANTEE WORK FOR 1 YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION OF THE PROJECT. DURING THAT PERIOD MAKE GOOD ANY FAULTS OR IMPERFECTIONS THAT MAY ARISE DUE TO DEFECTS OR OMISSIONS IN MATERIAL, EQUIPMENT OR WORKMANSHIP. AT THE OWNER'S OPTION, REPLACEMENT OF FAILED PARTS OR EQUIPMENT SHALL BE PROVIDED. E. IMMEDIATELY PRIOR TO SUBSTANTIAL COMPLETION OF THE PROJECT, REPLACE AIR FILTERS. F. PROVIDE EQUIPMENT HOUSEKEEPING PADS UNDER ALL FLOOR MOUNTED AND GROUND MOUNTED HVAC EQUIPMENT, AND AS SHOWN ON THE DRAWINGS. CONCRETE PADS ARE TO BE 4" THICK UNLESS OTHERWISE INDICATED ON THE DRAWINGS. G. PROVIDE NAMEPLATES WITH 1/2" HIGH LETTERS AND FASTENED WITH EPOXY OR SCREWS. H. MAINTAIN QUALITY CONTROL OVER SUPERVISION, SUBCONTRACTORS, SUPPLIERS, MANUFACTURERS, PRODUCTS, SERVICES, SITE CONDITIONS AND WORKMANSHIP TO PRODUCE WORK IN ACCORDANCE WITH CONTRACT DOCUMENTS. I. COMPLY WITH INDUSTRY STANDARDS EXCEPT WHEN MORE RESTRICTIVE TOLERANCES OR SPECIFIED REQUIREMENTS INDICATE MORE RIGID STANDARDS OR MORE PRECISE WORKMANSHIP. J. PERFORM WORK BY PERSONS QUALIFIED TO PRODUCE WORKMANSHIP OF SPECIFIED QUALITY. K. SECURE PRODUCTS IN PLACE WITH POSITIVE ANCHORAGE DEVICES DESIGNED AND SIZED TO WITHSTAND STRESSES, VIBRATION, AND RACKING. UNDER NO CONDITIONS SHALL MATERIAL OR EQUIPMENT BE SUSPENDED FROM STRUCTURAL BRIDGING. L. PROVIDE FINISHES TO MATCH APPROVED SAMPLES. ALL EXPOSED FINISHES SHALL BE APPROVED BY THE ARCHITECT. SUBMIT COLOR SAMPLES AS REQUIRED. M. COMPLY WITH INSTRUCTIONS IN FULL DETAIL, INCLUDING EACH STEP IN SEQUENCE. SHOULD INSTRUCTION CONFLICT WITH CONTRACT DOCUMENTS, REQUEST CLARIFICATION FROM ARCHITECT / ENGINEER BEFORE PROCEEDING. CONDENSATE PIPING A. TYPE "L" COPPER WITH DRAINAGE PATTERN FITTINGS IN RETURN PLENUM AREAS, PVC WITH DRAINAGE PATTERN FITTINGS IN NON-PLENUM AREAS. B. INSTALL THE SYSTEM TO FACILITATE EASY REMOVAL, USE THREADED PLUGGED TEE AT EACH CHANGE OF DIRECTION TO PERMIT CLEANING, INSTALL A CLEANOUT EVERY 50 FEET OF STRAIGHT RUN PIPING, MAINTAIN A POSITIVE SLOPE ON ALL PIPING. C. INSTALL A WATER SEAL TRAP LEG BASED ON THE FAN PRESSURE. SIZE THE LENGTH OF THE TRAP LEG 1 INCH LARGER THAN THE ACTUAL SYSTEM PRESSURE. D. DO NOT INSTALL PIPING SIZED SMALLER THAN THE UNIT DRAIN CONNECTION SIZE. E. INSULATE PIPING WITH 3/4" ELASTOMERIC INSULATION FOR ALL PIPE BELOW ROOF. INSULATION TO BE 25/50 FLAME AND SMOKE RATING. DUCTWORK A. DUCT MATERIAL AND CONSTRUCTION: USE LOCK FORMING QUALITY PRIME GALVANIZED STEEL SHEETS OR COILS UP TO 60" WIDE. STENCIL EACH SHEET WITH GAUGE AND MANUFACTURER'S NAME. STENCIL COILS OF SHEET STEEL THROUGHOUT ON 10' CENTERS WITH GAUGE AND MANUFACTURER'S NAME. PROVIDE CERTIFICATION OF DUCT GAUGE AND MANUFACTURER FOR EACH SIZE DUCT. B. RECTANGULAR LOW PRESSURE DUCT CONSTRUCTED OF SHEET METAL IN ACCORDANCE WITH THE LATEST EDITION OF SMACNA HVAC DUCT CONSTRUCTION STANDARDS. C. LOW PRESSURE ROUND DUCTS SHALL BE SHOP FABRICATED WITH SNAP LOCK LONGITUDINAL SEAMS. DUCTS SHALL BE CONSTRUCTED FOR A MINIMUM OF 2" W.G. STATIC PRESSURE. D. DUCT LINING SHALL BE 1" THICK, 1 1/2 LB. DENSITY, FLEXIBLE LINING COATED ON THE AIR STREAM SIDE TO REDUCE ATTRITION. LINER SHALL BE SCHULER LINA-COUSTIC, CERTAIN TEED ULTRALITE, OR EQUAL MEETING REQUIREMENTS OF NFPA 90 A. PROVIDE I.A.Q. RATED LINER. E. WALL LOUVERS: REFER TO SCHEDULE ON DRAWINGS. COORDINATE WITH ARCHITECTURAL DRAWINGS. ALL LOUVER FRAMES SHALL BE A MINIMUM OF 0.08" EXTRUDED ALUMINUM. ALL BLADES SHALL BE A MINIMUM OF 0.081" EXTRUDED ALUMINUM. BEGINNING POINT OF WATER PENETRATION AT 0.01 OZ/SQ.FT. SHALL BE A MINIMUM OF 800 FT/MIN. PROVIDE ALL LOUVERS WITH REMOVABLE ALUMINUM BIRD SCREEN WITH 1/4" MESH. F. VOLUME DAMPERS: MANUAL BALANCING DAMPERS THAT MEET OR EXCEED THE FOLLOWING MINIMUM CONSTRUCTION STANDARDS: FRAME 16-GAUGE, BLADES 16-GAUGE, BEARINGS CORROSION RESISTANT, OPPOSED BLADE DAMPERS. G. INSTALLATION: USE CONSTRUCTION METHODS AND REQUIREMENTS AS OUTLINED IN SMACNA HVAC DUCT CONSTRUCTION STANDARDS AS WELL AS SMACNA BALANCING AND ADJUSTING PUBLICATIONS, UNLESS INDICATED OTHERWISE IN THE SPECIFICATIONS. REFER TO DETAILS ON THE DRAWINGS FOR ADDITIONAL INFORMATION. REINFORCE DUCTS IN ACCORDANCE WITH RECOMMENDED CONSTRUCTION PRACTICE OF SMACNA. PROVIDE ADDITIONAL REINFORCEMENT OF LARGE PLENUMS AS REQUIRED TO PREVENT EXCESSIVE FLEXING AND OR VIBRATION. AIR DEVICES A. FURNISH AND INSTALL AIR DISTRIBUTION DEVICES, INCLUDING GRILLES, DIFFUSERS, REGISTERS, DAMPERS, AND EXTRACTORS. B. ACCEPTABLE MANUFACTURERS: TUTTLE AND BAILEY, TITUS, KRUEGER, METAL-AIRE, NAILOR INDUSTRIES, PRICE. A. FURNISH AND INSTALL EXTERNAL INSULATION ON SUPPLY, RETURN, EXHAUST AND FRESH AIR DUCTWORK. B. ALL DUCT INSULATION USED ON THE PROJECT INSIDE THE BUILDING MUST HAVE A FLAME SPREAD RATING NOT EXCEEDING 25 AND A SMOKE DEVELOPED RATING NOT EXCEEDING 50 AS DETERMINED BY TEST PROCEDURES ASTM E84, NFPA 255 AND UL 723. C. CONDENSATION ON ANY INSULATED SYSTEM IS NOT APPROVED. D. WHERE EXISTING INSULATED DUCTWORK OR OTHER SERVICES ARE TAPPED, REMOVE EXISTING INSULATION BACK TO UNDAMAGED SECTIONS AND REPLACE WITH NEW INSULATION OF THE SAME TYPE AND THICKNESS AS EXISTING INSULATION. E. INSULATION: GLASS FIBER BLANKET DUCT INSULATION. ACCEPTABLE MANUFACTURERS ARE: MANVILLE R- SERIES MICROLITE FSKL, OWENS-CORNING ED100 RKF, KNAUF 1.0 PCF FSK. F. REINFORCED FOIL TAPE: ACCEPTABLE MANUFACTURERS ARE: VENTURE 1525CW, 3" FSK. G. THERMAL CHARACTERISTICS: MINIMUM OF R-6. MINIMUM OF R-8 IN VENTILATED ATTICS. FANS A. PROVIDE FAN TYPE, ARRANGEMENT, ROTATION, CAPACITY, SIZE, MOTOR HORSEPOWER, AND MOTOR VOLTAGE AS SHOWN. FAN CAPACITIES AND CHARACTERISTICS ARE SCHEDULED ON THE DRAWINGS. PROVIDE FANS CAPABLE OF ACCOMMODATING STATIC PRESSURE VARIATIONS OF +10 % OF SCHEDULED DESIGN AT THE DESIGN AIR FLOW. B. ACCEPTABLE MANUFACTURERS: COOK, GREENHECK, PENN VENTILATOR, ACME, CARNES, DAIKIN. C. SAFETY DISCONNECT SWITCH: PROVIDE A FACTORY-WIRED TO MOTOR, SAFETY DISCONNECT SWITCH ON EACH UNIT. D. DAMPERS. WHERE AUTOMATIC BACKDRAFT DAMPER IS SCHEDULED: MULTI-BLADED, ROLL FORMED ALUMINUM BLADES, NYLON BEARINGS, NEOPRENE WEATHER STRIP ON BLADE EDGE. E. FURNISH SUPPLY FANS WITH 1" ALUMINUM, WASHABLE FILTER SECTION. AIR-COOLED CONDENSING UNITS A. FURNISH AND INSTALL AIR-COOLED CONDENSING UNITS COMPLETE WITH CASING, COMPRESSOR, CONDENSER COIL, CONDENSER FAN AND CONTROLS REQUIRED FOR A SPLIT AIR CONDITIONING SYSTEM. B. PROVIDE PERFORMANCE AS SCHEDULED ON DRAWINGS, AND HEAD PRESSURE CONTROL TO ENABLE UNIT TO OPERATE IN TEMPERATURES AS LOW AS 20 DEGREES FAHRENHEIT. C. ACCEPTABLE MANUFACTURERS: CARRIER, TRANE, YORK. D. COMPRESSOR: PROVIDE A HERMETIC OR SEMI-HERMETIC COMPRESSOR WITH CRANKCASE HEATERS, INHERENTLY PROTECTED MOTORS, SPRING MOUNTS AND CAPACITY MODULATION. PROVIDE EACH COMPRESSOR WITH A 5-YEAR WARRANTY. E. CONDENSER COILS: PROVIDE COPPER TUBES WITH MECHANICALLY BONDED ALUMINUM FINS. PROTECT CONDENSER COILS WITH A HEAVY GAUGE, CORROSION RESISTANT WIRE GUARD. F. FANS AND MOTORS: PROVIDE PROPELLER-TYPE FANS WITH DIRECT DRIVE OR BELT DRIVE AND VERTICAL DISCHARGE. PROTECT FAN WITH A HEAVY-GAUGE, CORROSION RESISTANT WIRE GUARD. PROVIDE INHERENTLY PROTECTED, PERMANENTLY LUBRICATED, AND WEATHERPROOF MOTORS. G. CONTROLS: PROVIDE SAFETY AND OPERATING CONTROLS FACTORY WIRED AND MOUNTED IN A SEPARATE ENCLOSURE. INCLUDE HIGH AND LOW PRESSURE SWITCHES AND COMPRESSOR MOTOR OVERLOAD DEVICES. FURNISH A TIME DELAY DEVICE TO PREVENT SHORT CYCLING. EMPLOY A CONTROL TRANSFORMER, A PRESSURE RELIEF DEVICE AND SUCTION AND DISCHARGE VALVES WITH SERVICE CONNECTIONS. H. THERMOSTAT: LOW VOLTAGE THERMOSTAT IS A COMPONENT OF THE UNIT MANUFACTURER UNLESS SPECIFIED IN ANOTHER SECTION. INDIVIDUAL HEATING/COOLING SETPOINTS. AUTOMATIC HEAT/COOL CHANGE-OVER. SUB-BASE ON-OFF-AUTO FAN SELECTION. SUB-BASE HEAT-OFF-COOL-AUTO SYSTEM SELECTION. I. INSTALLATION: MOUNT CONDENSING UNITS ON 4" FOUNDATION PADS AND PIPE AS SHOWN ON DRAWINGS OR AS RECOMMENDED BY THE EQUIPMENT MANUFACTURER. INSTALL REMOVABLE CORE REFRIGERANT FILTER DRYER AND SIGHT INDICATING GLASS. J. CONTROL WING: FURNISH AND INSTALL CONTROL WIRING AS REQUIRED. INSTALL CONTROL WIRING IN CONDUIT. FAN COIL UNITS A. ACCEPTABLE MANUFACTURERS: TRANE, CARRIER, YORK. B. FAN SECTION: LOCATE THE MOTOR AND DRIVE ASSEMBLY INSIDE THE CABINET. SIZE EACH V-BELT DRIVE FOR 50 % OVERLOAD. ADJUSTABLE PITCH MOTOR PULLEY. PROVIDE BUILT-IN MOTOR PROTECTION PROVIDE A BELT ADJUSTMENT MEANS. SELECT THE FAN MOTOR SO THAT THE BRAKE HORSEPOWER REQUIRED TO DELIVER THE DESIGN AIR QUANTITY AT THE SYSTEM STATIC PRESSURE WILL NOT EXCEED THE MOTOR NAMEPLATE AMPERAGE RATING. C. UNIT HOUSING: CONSTRUCT THE UNIT OF GALVANIZED STEEL SHEETS, AND FORMED MEMBERS. INTERNALLY INSULATE THE ENTIRE UNIT WITH NEOPRENE COATED, 1-1/2 LB. DENSITY GLASS FIBER INSULATION, APPLIED TO INTERNAL SURFACES WITH ADHESIVE AND WELD PINS. COAT EXPOSED EDGES OF INSULATION WITH ADHESIVE. PROVIDE A DUCT FLANGE ON FOUR SIDES OF THE RETURN AIR INLET AND SUPPLY AIR OUTLET OF THE UNIT. D. CONDENSATE DRAIN PANS: PROVIDE IAQ STYLE DRAIN PANS SHALL BE PROVIDED UNDER ALL COILS. PITCH TO DRAIN CONNECTION AIR FILTERS A. AIR FILTERS: FURNISH AND INSTALL A DISPOSAL MEDIA AND FRAME FILTER WITH RESISTANCE TO AIR FLOW OF A CLEAN FILTER NOT TO EXCEED 0.12" WG AT 300 FPM. B. INSTALL THE FILTERS AND FILTER GAUGES IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 1. SECTION INCLUDES BALANCE, ADJUST AND TEST THE AIR DISTRIBUTION SYSTEM INCLUDING THE EXHAUST SYSTEM. 2. TAB TOLERANCES THE WATER, OUTSIDE AIR, SUPPLY AIR, RETURN AIR, AND EXHAUST AIR FOR EACH SYSTEM SHALL BE ADJUSTED TO WITHIN +/- 5% OF THE VALUE SCHEDULED ON THE DRAWINGS. 3. TESTING THE SYSTEM THE TAB AGENCY SHALL VERIFY THAT ALL DUCTWORK, DAMPERS, GRILLES, REGISTERS, AND DIFFUSERS HAVE BEEN INSTALLED PER DESIGN. 1. SUPPLY FANS: A. FAN SPEEDS: TEST AND ADJUST FAN RPM TO ACHIEVE DESIGN CFM REQUIREMENTS. B. CURRENT AND VOLTAGE: TEST AND RECORD MOTOR VOLTAGE AND AMPERAGE AND COMPARE DATA WITH THE NAMEPLATE LIMITS TO ENSURE FAN MOTOR IS NOT IN OR ABOVE THE SERVICE FACTOR. C. PITOT-TUBE TRAVERSE: PERFORM A PITOT-TUBE TRAVERSE OF THE MAIN SUPPLY AND RETURN DUCTS, AS APPLICABLE, TO OBTAIN TOTAL CFM. MEASUREMENTS MUST BE RECORDED WITH AN INCLINED MANOMETER OR AN INCLINED/VERTICAL MANOMETER. D. OUTSIDE AIR: TEST AND ADJUST THE OUTSIDE AIR ON APPLICABLE EQUIPMENT USING A PITOT-TUBE TRAVERSE. E. STATIC PRESSURE: TEST AND RECORD SYSTEM STATIC PRESSURE, INCLUDING THE STATIC PRESSURE PROFILE OF EACH SUPPLY FAN. 2. ALL OTHER FANS: A. FAN SPEEDS: TEST AND ADJUST FAN RPM TO ACHIEVE DESIGN CFM REQUIREMENTS B. CURRENT AND VOLTAGE: TEST AND RECORD MOTOR VOLTAGE AND AMPERAGE AND COMPARE DATA WITH THE NAMEPLATE LIMITS TO ENSURE FAN MOTOR IS NOT IN OR ABOVE THE SERVICE FACTOR. C. PITOT-TUBE TRAVERSE: PERFORM A PITOT-TUBE TRAVERSE OF THE MAIN RETURN DUCTS, AS APPLICABLE, TO OBTAIN TOTAL CFM. MEASUREMENTS MUST BE RECORDED WITH AN INCLINED MANOMETER OR AN INCLINED/VERTICAL MANOMETER. D. STATIC PRESSURE: TEST AND RECORD SYSTEM STATIC PRESSURE, INCLUDING THE STATIC PRESSURE PROFILE OF EACH RETURN FAN. 3. COILS (INCLUDING ELECTRIC COILS): A. AIR TEMPERATURE: ONCE AIR FLOWS ARE SET TO ACCEPTABLE LIMITS, TAKE WET BULB (COOLING COIL ONLY) AND DRY BULB AIR TEMPERATURES ON THE ENTERING AND LEAVING SIDE OF EACH COIL. CALCULATE THE SENSIBLE AND LATENT (COOLING COIL ONLY) CAPACITY OF THE COIL. 4. REVIEW THE RETURN AIR PATH FOR EACH AREA SERVED BY AIR HANDLING UNITS TO ENSURE A CORRECT OPERATING SYSTEM. 4. EQUIPMENT POWER READINGS (RECORD THE FOLLOWING INFORMATION FOR EACH MOTOR) 1. EQUIPMENT DESIGNATION. 2. MANUFACTURER. 3. UNIT MODEL NUMBER AND SERIAL NUMBER AND FRAME. 4. MOTOR NAMEPLATE HORSEPOWER; NAMEPLATE VOLTAGE; PHASE AND FULL LOAD AMPERES. 5. HEATER COIL IN STARTER. A. RATING IN AMPERES. B. MANUFACTURER'S RECOMMENDATION. 6. MOTOR RPM/DRIVEN EQUIPMENT RPM. 7. POWER READING (VOLTAGE, AMPERES OF ALL LEGS AT MOTOR TERMINALS). 5. DIRECT EXPANSION EQUIPMENT (WITH EACH UNIT OPERATING AT NEAR DESIGN CONDITIONS, MEASURE AND RECORD THE FOLLOWING) 1. MANUFACTURER, MODEL NUMBER, SERIAL NUMBER AND ALL NAMEPLATE DATA. 2. AMBIENT TEMPERATURE, CONDENSER DISCHARGE TEMPERATURE. 3. AMPERAGE AND VOLTAGE FOR EACH PHASE. 4. LEAVING AND ENTERING AIR TEMPERATURES. 5. SUCTION AND DISCHARGE PRESSURES AND TEMPERATURES. 6. TONS OF COOLING. 6. TAB REPORT 1. THE ACTIVITIES DESCRIBED IN THIS SPECIFICATION SHALL BE RECORDED IN A REPORT FORM. NEATLY TYPE AND ARRANGE DATA. INCLUDE WITH THE DATA THE DATE TESTED, PERSONNEL PRESENT, WEATHER CONDITIONS, NAMEPLATE RECORD OF THE TEST INSTRUMENTS USED AND LIST ALL MEASUREMENTS TAKEN AFTER ALL CORRECTIONS ARE MADE TO THE SYSTEM. PROVIDE A "PREFACE" WHICH SHALL INCLUDE A GENERAL DISCUSSION OF THE SYSTEM AND ANY ABNORMALITIES OR PROBLEMS ENCOUNTERED. SUBMIT PDF ELECTRONIC COPY TO THE ARCHITECT AND ENGINEER. 2. ALL MEASUREMENTS AND RECORDED READINGS (OF AIR, WATER, ELECTRICITY, ETC.) THAT APPEAR IN THE REPORT MUST HAVE BEEN RECORDED ON SITE BY THE PERMANENTLY EMPLOYED TECHNICIANS OR ENGINEERS OF THE TAB FIRM. 3. SUBMIT REPORTS ON FORMS APPROVED BY THE ENGINEER THAT WILL INCLUDE THE FOLLOWING DATA AS A MINIMUM: TITLE PAGE: COMPANY NAME, COMPANY ADDRESS, COMPANY TELEPHONE NUMBER, PROJECT NAME, PROJECT LOCATION, PROJECT MANAGER, PROJECT ENGINEER, PROJECT CONTRACTOR, SUMMARY OF THE TAB REPORT DATA, INDEX 4. FAN DATA: LOCATION, MANUFACTURER, MODEL, AIR FLOW, SPECIFIED AND ACTUAL, TOTAL STATIC PRESSURE (TOTAL EXTERNAL) SPECIFIED AND ACTUAL, INLET PRESSURE, DISCHARGE PRESSURE, FAN RPM 5. RETURN AIR/OUTSIDE AIR DATA: IDENTIFICATION/LOCATION, DESIGN RETURN AIRFLOW, ACTUAL RETURN AIRFLOW, DESIGN OUTSIDE AIRFLOW, ACTUAL OUTSIDE AIR FLOW, RETURN AIR TEMPERATURE, OUTSIDE AIR TEMPERATURE, REQUIRED MIXED AIR TEMPERATURE, ACTUAL MIXED AIR TEMPERATURE 6. ELECTRIC MOTORS: MANUFACTURER, HP/BHP, PHASE, VOLTAGE, AMPERAGE, NAMEPLATE, ACTUAL, RPM, SERVICE FACTOR, STARTER SIZE, HEATER ELEMENTS, RATING. 7. V-BELT DRIVE: IDENTIFICATION/LOCATION, REQUIRED DRIVEN RPM, DRIVE SHEAVE, DIAMETER AND RPM, BELT, SIZE AND QUANTITY, MOTOR SHEAVE, DIAMETER AND RPM, CENTER-TO-CENTER DISTANCE, MAXIMUM, MINIMUM AND ACTUAL 8. DUCT TRAVERSE: SYSTEM ZONE/BRANCH, DUCT SIZE, AREA, DESIGN VELOCITY, DESIGN AIRFLOW, TEST VELOCITY, TEST AIRFLOW, DUCT STATIC PRESSURE, AIR CORRECTION FACTOR. 9. COIL DATA: IDENTIFICATION/NUMBER, LOCATION, SERVICE, MANUFACTURER, ENTERING AIR DB TEMPERATURE, DESIGN AND ACTUAL, LEAVING AIR DB TEMPERATURE, DESIGN AND ACTUAL, WATER PRESSURE FLOW, DESIGN AND ACTUAL, WATER PRESSURE DROP, DESIGN AND ACTUAL, ENTERING WATER TEMPERATURE, DESIGN AND ACTUAL, J. LEAVING WATER TEMPERATURE, DESIGN AND ACTUAL, AIR PRESSURE DROP, DESIGN AND ACTUAL, CAPACITY 10. ELECTRIC COIL DATA: IDENTIFICATION/NUMBER, LOCATION, SERVICE, MANUFACTURER, ENTERING AIR DB TEMPERATURE, DESIGN AND ACTUAL, LEAVING AIR DB TEMPERATURE, DESIGN AND ACTUAL, ELECTRICAL CHARACTERISTICS, CAPACITY SYSTEM CONTROL A. GENERAL EXHAUST FANS SHALL BE INTERLOCKED WITH LIGHTS IN ROOM UNLESS OTHERWISE NOTED. B. FAN COIL UNIT / CONDENSING UNIT SHALL GO INTO OCCUPIED/UNOCCUPIED MODE AT TIME SET THROUGH PROGRAMMED THERMOSTAT (CONSULT WITH OWNER FOR TIMES). A SPACE TEMPERATURE SENSOR SHALL MAINTAIN DESIRED SET POINT TEMPERATURE. IF UNIT HAS (2) COMPRESSORS, FAN COIL SHALL RUN AT HALF SPEED WHEN ONLY ONE COMPRESSOR IS ENERGIZED TO MAINTAIN COLDEST AIR POSSIBLE. UNIT SHALL BE SET TO RUN IN "AUTO" MODE ONLY. THE OUTSIDE AIR DAMPER SHALL BE INTERLOCKED TO ONLY OPEN WHEN THE UNIT IS OPERATING. The drawings, specifications and other documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project and, unless otherwise provided, the architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including reproducible copies, of the Architect's drawings, specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect’s drawings, specifications or other documents shall not be used by the Owner or others on other projects, for additions to this project or for completion of this project by others, unless the Architect is adjudged to be in default under this agreement, except by agreement in writing and with appropriate compensation to the Architect. Project Number: Date: Project Architect: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES 11/13/2025 9:44:17 AM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/Westin St John_CAPEX Projects_MEP_R24.rvt NOVEMBER 14, 2025 JMH MECHANICAL FLOOR PLANS - SWRO PLANT & CISTERN M1.00 N Scale: 3/16" = 1'-0" 1 MECHANICAL - ENLARGED PLAN - NEW SWRO PLANT 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT EXTERIOR WALL REMOVABLE DUCTWORK FLANGE WITH RUBBER GASKET DUCTWORK TRANSITION DUCTWORK, REFERENCE DRAWING FOR SIZE SLOPE AT BOTTOM ONLY DUCTWORK MATERIAL AS SPECIFIED STAINLESS STEEL DUCTWORK LOUVER AS SPECIFIED 6" 4" FAN GUARD INSTALL LEVEL ON 4" UTILITY PAD CONDUIT - POWER AND CONTROL CONDENSING UNIT REFRIG. GA. CONN. SIGHT GLASS WITH MOISTURE INDICATOR REFRIGERANT LIQUID LINE SUCTION LINE (INSULATED) NOTES: 1. INSTALL PER MANUFACTURER'S RECOMMENDATIONS, MAINTAINING ALL SERVICE CLEARANCE REQUIREMENTS. 2. INSTALL LEVEL. 3. RUN-OFF WATER SHALL NOT POUR DIRECTLY ON UNIT. BASIS OF DESIGN THE MANUFACTURER AND MODEL NUMBER LISTED IN THE DRAWINGS OR SPECIFICATIONS ARE THE BASIS OF DESIGN. WHEN PROVIDING EQUIPMENT BY AN ACCEPTABLE MANUFACTURER THAT IS NOT BASIS OF DESIGN, THE CONTRACTOR SHALL PROVIDE AS A PART OF THE SUBMITTAL AND/OR SHOP DRAWING AN ITEMIZED LIST OF ALL MODIFICATIONS REQUIRED TO INSTALL THE NON-BASIS OF DESIGN EQUIPMENT FROM THE INFORMATION DETAILED IN BOTH THE SPECIFICATION SECTION AND EQUIPMENT SCHEDULE. ADDITIONALLY, THE EQUIPMENT MUST ADDRESS THE PHYSICAL CONSTRAINTS OF SPACE INCLUDING COORDINATION WITH OTHER TRADES AND ALL EQUIPMENT CLEARANCES. FINALLY, THE CONTRACTOR SHALL PROVIDE AT NO ADDITIONAL COST TO THE PROJECT ANY SCOPE INCREASE BASED ON THE NON-BASIS OF DESIGN EQUIPMENT FOR THE FOLLOWING MINIMUM ITEMS: • ELECTRICAL MODIFICATIONS, INCLUDING WIRING, CONDUIT, DISCONNECTS, OVERCURRENT PROTECTION, PANELS, MOTORS, ETC. • PLUMBING MODIFICATIONS, INCLUDING DOMESTIC WATER, SANITARY, CONDENSATE, AND GAS PIPING, ETC. • STRUCTURAL MODIFICATIONS • CIVIL MODIFICATIONS • DUCT AND PIPE CONNECTIONS OR ARRANGEMENTS • SPACE HEATING AND COOLING REQUIREMENTS • EXHAUST OR VENTILATION REQUIREMENTS • VIBRATION ISOLATION REQUIREMENTS • CONTROLS REQUIREMENTS TO MEET SPECIFICATIONS OUTDOOR DESIGN CONDITIONS ARE BASED ON MAXIMUM SUMMER TEMPERATURE AND MINIMUM WINTER TEMPERATURE FOR 99.6% OF THE YEAR AT THE NEAREST WEATHER STATION TO THE SITE PER 2021 ASHRAE FUNDAMENTALS. OUTDOOR DESIGN DEHUMIDIFICATION CONDITION IS BASED ON THE MAXIMUM DEWPOINT FOR 98% OF THE YEAR AT THE NEAREST WEATHER STATION TO THE SITE PER 2021 ASHRAE FUNDAMENTALS. VENTILATION BASIS OF DESIGN: 2021 INTERNATIONAL MECHANICAL CODE (IMC) & ASHRAE 62.1 - 2019. INTERIOR SPACE REQUIREMENTS, UNLESS NOTED OTHERWISE: COOLING DESIGN COOLING DESIGN HEATING DESIGN NOISE DESIGN 75°F DB 50% RH 72°F DB 35 (NC) FS S FS S DESCRIPTION (DISREGARD ITEMS NOT SHOWN ON PLANS) SUBSCRIPTS AND ABBREVIATIONS RENOVATIONS PIPING AIR DEVICES SENSORS DUCTWORK GENERAL SYMBOL NEW EQUIPMENT REVISION TAG KEY NOTE TAG SUPPLY AIR DUCTWORK HUMIDISTAT SMOKE DETECTOR FIRE DAMPER (HORIZONTAL) FIRE DAMPER (VERTICAL) SMOKE DAMPER (VERTICAL) SMOKE DAMPER (HORIZONTAL) COMBINATION FIRE & SMOKE DAMPER (VERTICAL) COMBINATION FIRE & SMOKE DAMPER (HORIZONTAL) MOTORIZED DAMPER (SEE DAMPER SCHEDULE) THERMOSTAT AND TEMPERATURE SENSOR RETURN AIR AND OUTSIDE AIR DUCTWORK EXHAUST AIR DUCTWORK FLEXIBLE DUCTWORK MANUAL BALANCING DAMPER (SEE DAMPER SCHEDULE) SUPPLY AIR DUCTWORK THROUGH HORIZONTAL PARTITION EXHAUST AIR DUCTWORK THROUGH HORIZONTAL PARTITION HEAT DETECTOR SUPPLY AIR GRILLE WITH FOUR-WAY THROW SUPPLY AIR GRILLE WITH THREE-WAY THROW SUPPLY AIR GRILLE WITH TWO-WAY THROW SUPPLY AIR GRILLE WITH TWO-WAY CORNER THROW SUPPLY AIR GRILLE WITH ONE-WAY THROW RETURN AIR GRILLE EXHAUST AIR GRILLE SUPPLY AIR SIDEWALL GRILLE RETURN AIR SIDEWALL GRILLE RETURN AIR GRILLE WITH SOUND BOOT GRILLE SIZE TAG (REFER TO GRILLE SIZE LEGEND) ELBOW UP ELBOW DOWN 90° ELBOW CONDENSATE DRAIN LINE REFRIGERANT LIQUID & GAS RECIRCULATION LINE (TOTAL OF TWO PIPES, ONLY ONE PIPE SHOWN FOR DRAWING CLARITY) TEE DOWN TEE UP BOTTOM BRANCH CONNECTION TOP BRANCH CONNECTION 45° ELBOW BOTTOM OF DUCT BOTTOM OF PIPE FEET PER MINUTE EXHAUST AIR COMBUSTION AIR ITEM TO REMAIN OUTSIDE AIR RETURN AIR SUPPLY AIR NORMALLY OPEN ITEM TO BE REMOVED BELOW BOTTOM OF STRUCTURE CUBIC FEET PER MINUTE NORMALLY CLOSED POINT OF CONNECTION FROM NEW TO EXISTING ABOVE FINISHED FLOOR EA RA SA NC FPM OA NO BOD BOP CFM CA BBS AFF TEE D RLR SYMBOL LEGEND FLANGE CAP CONTINUATION RETURN AIR OPENING ABOVE CEILING 20X12 # # T H SD HD -- M RETURN AIR DUCTWORK THROUGH HORIZONTAL PARTITION DAMPER ABOVE INACCESSIBLE CEILING DAMPER ABOVE LIFT-OUT CEILING DUCTWORK CONSTRUCTION DETAILS DUCT TAP "D" 45° SPLITTER ROD NOTES: "D" SPLITTER MAX.= "D" x .67 DUCT TAP DUCT TAP 12" CUSHION HEAD SPLITTER ROD "A" TRANSITION VENTLOK #605 INSIDE END BEARING EXTERNAL DUCT INSULATION SINGLE BLADE VOLUME DAMPER REF. SMACNA CONSTR. DETAILS SQUARE CONTROL ROD VENTLOK #607 END BEARING VENTLOK #677 CONCEALED DAMPER REGULATOR WITH CHROME PLATED COVER VENTLOK #637 LOCKING REGULATOR WITH END BEARING (VENTLOK #605) MULTIBLADE OPPOSED ACTION VOLUME DAMPER. TYPICAL CONDITION (SEE THIS DETAIL) FINISHED CEILING (REF. ARCH. CLG. PLAN) MINIMUM "D" DIMENSION TO BE .75 x WIDTH OF DUCT TAP ADJUSTABLE STEEL AIR EXTRACTOR ACCESSIBLE THRU REGISTER AIR FLOW SPLITTER DAMPER WITH VENTLOK #600 BLADE BRACKET (DAMPER LENGTH TO BE 1.5 x "D") VENTLOK #603 BALL JOINT WITH SET SCREW AIR FLOW VOLUME DAMPER WHERE SHOWN ON DWGS. (TYP) SINGLE THICKNESS TURNING VANES WITH TRAILING EDGE EXTENSIONS SPLITTER DAMPER LENGTH TO BE 1.5 X "A" VENTLOK #603 BALL JOINT WITH SET SCREW VENTLOK #600 BLADE BRACKET AIR FLOW SIDEWALL REGISTER AT END OF DUCT TRANSITION (REF. SMACNA DUCT CONSTR. DETAILS) ADJUSTABLE STEEL EQUALIZING GRID REGISTER WITH DAMPER 1. MAX. WIDTH OF DUCT TAP SHALL BE 48". PROVIDE BOTTOM BRACKET FOR SUPPORT WHERE EXTRACTOR EXCEEDS 16". 2. MAX. HEIGHT OF DUCT TAP SHALL BE 12" (MIN.= 4") EXTRACTOR SIDEWALL REGISTER 1 2 1 1 2 REGISTER WITH DAMPER DUCT LINER AND INSULATION AIR HANDLING UNITS AND FAN COIL UNITS EXHAUST AIR SYSTEMS FLEXIBLE DUCTWORK WITH EXTERNAL DUCTWORK INSULATION AS SPECIFIED. KEYED NOTES: VENTILATION AIR DUCTWORK RETURN AIR DUCTWORK SUPPLY AIR DUCTWORK SUPPLY AIR DUCTWORK AIR HANDLING UNIT/ FAN COIL UNIT ROOF HOOD EXHAUST AIR DEVICE SHEETMETAL DUCTWORK WITH EXTERNAL DUCTWORK INSULATION AS SPECIFIED. SHEETMETAL DUCTWORK RETURN AIR PLENUM WITH EXTERNAL DUCTWORK INSULATION AS SPECIFIED. SHEETMETAL DUCTWORK WITH EXTERNAL DUCTWORK INSULATION AS SPECIFIED AND 1" THICK 1-1/2 LB LINER AS SPECIFIED FROM AIR HANDLING UNIT DISCHARGE TO 10'-0" DOWNSTREAM. SHEETMETAL DUCTWORK WITH EXTERNAL DUCTWORK INSULATION AS SPECIFIED AND 1" THICK 1-1/2 LB LINER AS SPECIFIED FROM AIR HANDLING UNIT INLET TO 10'-0" UPSTREAM. 1 2 3 4 5 1 1 1 2 3 1 4 1 5 1 1 DUCTWORK SYMBOLS LEGEND 12/12 18/12 TRANSITIONS 12/12 TRANSITION MAIN BRANCH TAKE-OFFS DIFFUSER 30/12 18/12 16/12 30/12 36/24 R 20/12 18/12 RISERS 36/24 24/36 DN 36/24 24/36 DN 20/12 TRANSITION 24/12 36/12 24/12 SIDEWALL GRILLE DUCT CROSSOVERS SIDEWALL REGISTERS 18/12 12/8 30/12 12/8 SUB-BRANCH TAP AND TEE 12/8 18/12 12/8 30/12 18/12 DIFFUSER 16/12 30/12 RISE 36/24 36/12 18/12 ROUND DUCTWORK FLAT OVAL DUCTWORK 30"ø 30/16 30x16 30/12 18/12 RECTANGULAR DUCTWORK AIR EXTRACTOR SPLITTER DAMPER M M SD SD DUCT MOUNTED SMOKE DETECTOR MOTORIZED DAMPER MANUAL BALANCING DAMPER STATIC PRESSURE SENSOR INSTRUMENT TEST HOLE FLEXIBLE DUCT CONNECTION ONE LINE DUCTWORK SYMBOLS TWO LINE DUCTWORK SYMBOLS TWO LINE DUCTWORK LEGEND SUB-BRANCH TAP (1000 CFM MAX.) SUB-BRANCH TAP (1000 CFM MAX.) THIS DUCT RUNS UNDERNEATH ELBOW WITH TURNING VANES THIS DUCT RUNS UNDERNEATH SIDEWALL GRILLE R = RISE D = DROP GRILLE SIZING SCHEDULE STANDARD GRILLE REGISTER OR NONSTANDARD GRILLE SIZE OF GRILLE NECK 18" x 18" 15" x 15" 16" x 16" 20" x 20" 24" x 24" 22" x 22" 9 7 8 6" x 6" 8" x 8" 9" x 9" 10 12 11 10" x 10" 14" x 14" 12" x 12" 3 1 2 4 6 5 ALL GRILLES SHOWN SHALL BE FOUR-WAY THROW UNLESS OTHERWISE SHOWN. A 300 12"x10" 12/10 A1 100 6"Ø DESIGNATES GRILLE TYPE (REFERENCE GRILLE SCHEDULE) DESIGNATES GRILLE NECK SIZE (REFERENCE TABLE BELOW) AIR QUANTITY IN CFM TO TRAVERSE GRILLE SIZE OF FLEX OR RIGID DUCT CONNECTING GRILLE TO DUCTWORK ALL GRILLES SHOWN SHALL BE FOUR-WAY THROW UNLESS OTHERWISE SHOWN. ALL REGISTERS SHALL HAVE A 45° HORIZONTAL DEFLECTION UNLESS OTHERWISE SHOWN. GRILLE SIZE DESIGNATION GRILLE NECK SIZE GRILLE SIZE DESIGNATION GRILLE NECK SIZE DESIGNATES GRILLE TYPE (REFERENCE GRILLE SCHEDULE) AIR QUANTITY IN CFM TO TRAVERSE GRILLE SIZE OF FLEX OR RIGID DUCT CONNECTING GRILLE TO DUCTWORK FCU (SEE PLANS FOR LOCATION) THREADED TEE, EXTENDED NECK & CAP FOR CLEANING TRAP. TYPICAL FOR ALL AIR HANDLING UNITS. REFERENCE SPECIFICATIONS FOR INSULATION REQUIREMENTS PROVIDE 4" MINIMUM TRAP SIZE 1" DEEPER THAN AHU TOTAL STATIC PRESSURE 2" The drawings, specifications and other documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project and, unless otherwise provided, the architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including reproducible copies, of the Architect's drawings, specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect’s drawings, specifications or other documents shall not be used by the Owner or others on other projects, for additions to this project or for completion of this project by others, unless the Architect is adjudged to be in default under this agreement, except by agreement in writing and with appropriate compensation to the Architect. Project Number: Date: Project Architect: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES 11/13/2025 9:44:18 AM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/Westin St John_CAPEX Projects_MEP_R24.rvt NOVEMBER 14, 2025 JMH MECHANICAL DETAILS - SWRO PLANT & CISTERN M2.00 SCALE: NONE 1 DUCTWORK AT LOUVER SCALE: NONE 2 CONDENSING UNIT ON UTILITY PAD SCALE: NONE 3 CONDENSATE DRAIN PIPING AT FCU DUCTLESS MINI-SPLIT - INDOOR UNIT MARK FAN COOLING REMARKS SUPPLY AIR CFM OUTSIDE AIR CFM HORSE POWER CURRENT CHARAC. AIR TEMPERATURE (°F) NOM. TOTAL CAPACITY (BTUH) NOM. SENS. CAPACITY (BTUH) MINIMUM EER/ SEER2 NUMBER OF STAGES V P F ENTERING DRY BULB ENTERING WET BULB DMS-1 300 0 0.1 208 1 60 80.0 67.0 9000 6750 11 / 16.2 1 1,2,3,4,5,6,7 DMS-2 300 0 0.1 208 1 60 80.0 67.0 9000 6750 11 / 16.2 1 1,2,3,4,5,6,7 GENERAL NOTES: 1. EXTERNAL STATIC PRESSURE INCLUDES LOSSES DUE TO DUCTWORK, AIR DEVICES, DAMPERS, AND DUCT MOUNTED HOT WATER COILS WHERE APPLICABLE. DIRTY FILTER AND UNIT CASING MUST BE ADDED TO EXTERNAL STATIC PRESSURE TO OBTAIN TOTAL PRESSURE LOSS. INCREASE HORSEPOWER AS REQUIRED TO MEET YOUR TOTAL PRESSURE LOSS. COORDINATE WITH ELECTRICIAN. 2. MAINTAIN MINIMUM CLEARANCE FOR COIL PULL AS RECOMMENDED BY UNIT MANUFACTURER. MAINTAIN MINIMUM CLEARANCE AS REQUIRED TO OPEN ACCESS AND CONTROL DOORS ON UNIT FOR SERVICE, MAINTENANCE, AND INSPECTION. MAINTAIN MINIMUM ELECTRICAL CLEARANCE AS REQUIRED BY NEC. REMARKS: 1. UNIT TO BE INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. CONTROLLED BY PROGRAMMABLE WIRED THERMOSTAT. 3. REFRIGERANT LINES TO BE SIZED PER MANUFACTURER'S REQUIREMENTS. 4. INDOOR UNIT IS POWERED FROM OUTDOOR UNIT. 5. BASIS OF DESIGN: DAIKIN FTXB. 6. PROVIDE WITH CONDENSATE PUMP. 7. COOLING ONLY UNIT. DUCTLESS MINI-SPLIT - OUTDOOR UNIT MARK NOM. TOTAL CAPACITY (BTUH) OUTDOOR AIR TEMP (°F) MINIMUM EER/ SEER2 CURRENT CHARAC. RELATED UNIT MARK BASIS OF DESIGN REMARKS V PH F MANUFACTURER MODEL MCA MOCP DMSCU-1 9,000 88 11 / 16.2 208 1 60 DMS-1 DAIKIN RBK 7 15 1,2,3 DMSCU-2 9,000 88 11 / 16.2 208 1 60 DMS-2 DAIKIN RBK 7 15 1,2,3 GENERAL NOTES: 1. MINIMUM RECOMMENDED CLEARANCE AROUND ROOFTOP UNIT IS 12 INCHES ON NON-SERVICE SIDES AND 30 INCHES ON SERVICE SIDES. MAINTAIN MINIMUM CLEARANCE FOR CONDENSER AIR FLOW AS RECOMMENDED BY UNIT MANUFACTURER. MAINTAIN MINIMUM CLEARANCE AS REQUIRED TO OPEN ACCESS AND CONTROL DOORS ON UNIT FOR SERVICE, MAINTENANCE, AND INSPECTION. MAINTAIN MINIMUM ELECTRICAL CLEARANCE AS REQUIRED BY NEC. REMARKS: 1. PROVIDE WITH LOW AMBIENT KIT. 2. PROVIDE WITH HAIL GUARD. 3. REFRIGERANT LINES SHALL BE SIZED PER MANUFACTURER'S RECOMMENDATIONS. FAN SCHEDULE Mark LOCATION CFM EXT. STATIC PRESSURE (IN.W.C.). MAX RPM HORSE POWER CURRENT CHAR INTERLOCK WITH FAN TYPE DRIVE TYPE Manufacturer MODEL NUMBER REMARKS V P F EF-1 1002 TLT. 70 .25 700 0.1 120 1 60 LIGHTS CEILING DIRECT GREENHECK SP 1 EF-2 1000 RO PLANT 6300 .36 890 2.0 208 1 60 SWITCH WALL MOUNT DIRECT GREENHECK AER-36-VG 2,3 EF-3 1004 STORAGE 255 0.5 1579 0.25 208 1 60 SWITCH ROOF MOUNT DIRECT GREENHECK G-097-VG 1,4 GENERAL NOTES: 1. EXTERNAL STATIC PRESSURE INCLUDES LOSSES DUE TO DUCTWORK, AIR DEVICES, DAMPERS, AND DUCT MOUNTED HOT WATER COILS WHERE APPLICABLE. DIRTY FILTER AND UNIT CASING MUST BE ADDED TO EXTERNAL STATIC PRESSURE TO OBTAIN TOTAL PRESSURE LOSS. INCREASE HORSEPOWER AS REQUIRED TO MEET YOUR TOTAL PRESSURE LOSS. COORDINATE WITH ELECTRICIAN. 2. MINIMUM RECOMMENDED CLEARANCE AROUND UNIT IS 12 INCHES ON NON-SERVICE SIDES AND 30 INCHES ON SERVICE SIDES. MAINTAIN MINIMUM CLEARANCE AS REQUIRED TO OPEN ACCESS AND CONTROL DOORS ON UNIT FOR SERVICE, MAINTENANCE, AND INSPECTION. MAINTAIN MINIMUM ELECTRICAL CLEARANCE AS REQUIRED BY NEC. REMARKS: 1. PROVIDE WITH INTEGRAL BACKDRAFT DAMPER, VIBRATION ISOLATION, SPEED CONTROLLER, DECORATIVE GRILLE AND INTEGRAL DISCONNECT. 2. PROVIDE WITH OSHA MOTOR GUARD, WEATHER HOOD, WALL HOUSING KIT, MOTOR STARTER, AND INSECT SCREEN. 3. PROVIDE WITH GRAVITY OPERATED DAMPER MOUNT. 4. PROVIDE WITH ROOF CURB, HINGE KIT, INTEGRAL DISCONNECT, AND BIRDSCREEN. 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT U U U J NEW SWRO PLANT & CISTERN REFER TO SHEET 1/P2.00 FOR ENLARGED PLAN 6"CW 6"CW 6"CW 6"CW 1 1/4"CW 6"SAN 6" TRANSFER PUMP LINE 1 PLUMBING KEYED NOTES: ROUTE 6" TRANSFER PIPING TO EXISTING CISTERN PUMP ROOM. REFER TO FIRE PROTECTION DRAWINGS FOR CONTINUATION. REFER TO CIVIL DRAWINGS FOR PIPING CONTINUATION. 1 2 2 3 3 The drawings, specifications and other documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project and, unless otherwise provided, the architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including reproducible copies, of the Architect's drawings, specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect’s drawings, specifications or other documents shall not be used by the Owner or others on other projects, for additions to this project or for completion of this project by others, unless the Architect is adjudged to be in default under this agreement, except by agreement in writing and with appropriate compensation to the Architect. Project Number: Date: Project Architect: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES 11/12/2025 4:01:02 PM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/Westin St John_CAPEX Projects_MEP_R24.rvt NOVEMBER 14, 2025 JMH PLUMBING SITE PLAN - SWRO PLANT P1.01 N Scale: 1" = 20'-0" 1 PLUMBING - PROPOSED PLAN - NEW SWRO PLANT 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT 2,792.31 SF RO PLANT 1000 255.67 SF STORAGE 1004 1,286.86 SF CISTERN A 1005 1,286.86 SF CISTERN B 1006 109.3 SF MCC 1001 35.48 SF TLT 1002 152.58 SF OFFICE/LAB 1003 1 FD-1 IWH-1 IWH-1 3 MCC 1001 5 L-1 WC-1 SK-1 4" VTR 2"VENT 2" COND RO A RO B MAIN TRENCH HP PUMP HP PUMP 8"CW 8"CW 6" TRANSFER PUMP LINE 2"VENT 4 PIPE PENTRATION WITH LINK SEAL FD-2 4"SAN FD-2 FD-2 TRANSFER PUMP SKID 2 CW 3 4"SAN FD-1 6"SAN 2"SAN 2"VENT 1004-1 6"SAN 6"SAN 6"SAN 4"SAN 1 1/4"CW 3"VENT 3"SAN 2"VENT 6 FCO 7 FD-2 FD-2 HB-1 EEWS-1 ECO 3/4"CW 1"CW 8"CW 8"CW PIPE PENTRATION WITH LINK SEAL 2 10 10 10 10 1. ALL WORK, METHODS AND INSTALLATIONS INVOLVED IN THE PLUMBING DESIGN SHALL BE IN ACCORDANCE WITH THE CITY BUILDING CODE, INSPECTION REGULATIONS AND ALL OTHER OFFICIALS HAVING JURISDICTION. 2. ALL SANITARY PIPING 3" AND LARGER ROUTED AT 1/8" SLOPE PER FOOT UNLESS OTHERWISE NOTED. ALL PIPE LESS THAN 3" SHALL BE ROUTED AT 1/4" SLOPE PER FOOT. 3. EACH VENT SHALL TERMINATE VERTICALLY NOT LESS THAN 6" ABOVE ROOF, MAINTAIN MINIMUM 10'-0" DISTANCE BETWEEN VENT TERMINALS THROUGH ROOF AND ALL FRESH AIR INTAKES, AND A MINIMUM 5'-0" FROM ANY EXTERIOR WALL. 4. CONTRACTOR TO FIELD VERIFY AS NECESSARY THE EXACT ROUTING AND SIZES OF ALL PIPING. 5. PROVIDE A TWO-WAY CLEANOUT AT CIVILS POINT OF CONNECTION. 6. CONTRACTOR SHALL COORDINATE ROUTING OF PIPING BELOW SLAB WITH COLUMN FOOTINGS, GRADE BEAMS, UNDERGROUND PLUMBING AND ELECTRICAL UTILITIES, AND OTHER SUB-SURFACE BUILDING ELEMENTS. 7. CONTRACTOR SHALL COORDINATE ROUTING OF PIPING IN CEILING SPACES WITH MECHANICAL AND ELECTRICAL EQUIPMENT, DUCTWORK AND CONDUIT. SHOULD A CONFLICT OCCUR THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER PRIOR TO INSTALLING AN ALTERNATE PIPING PLAN. 8. COORDINATE ALL FIXTURE AND EQUIPMENT LOCATIONS AND CONNECTION REQUIREMENTS WITH LATEST ARCHITECTURAL DRAWINGS AND SPECIFICATIONS PRIOR TO ANY ROUGH-INS. 9. DO NOT ROUGH-IN FROM THESE DRAWINGS. REFER TO LATEST ARCHITECTURAL DRAWINGS FOR DIMENSIONED LOCATIONS. 10. PRIOR TO BEGINNING CONSTRUCTION, COORDINATE BUILDING BACKFLOW PREVENTION REQUIREMENTS WITH THE LOCAL AUTHORITY HAVING JURISDICTION AND PROVIDE AS DIRECTED. PLUMBING GENERAL NOTES SP-1 3/4"CW HB-1 The drawings, specifications and other documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project and, unless otherwise provided, the architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including reproducible copies, of the Architect's drawings, specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect’s drawings, specifications or other documents shall not be used by the Owner or others on other projects, for additions to this project or for completion of this project by others, unless the Architect is adjudged to be in default under this agreement, except by agreement in writing and with appropriate compensation to the Architect. Project Number: Date: Project Architect: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES 1/5/2026 1:53:28 PM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/Westin St John_CAPEX Projects_MEP_R24.rvt NOVEMBER 14, 2025 JMH PLUMBING FLOOR PLANS - SWRO PLANT & CISTERN P2.00 N Scale: 3/16" = 1'-0" 1 PLUMBING - ENLARGED PLAN - NEW SWRO PLANT & CISTERN 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT PLUMBING KEYED NOTES: 4" SANITARY LINE FROM BUILDING. EXTEND AND CONNECT TO EXISTING GRAVITY SANITARY SEWER MAIN ROUGHLY IN THIS AREA. FIELD VERIFY EXACT LOCATION PRIOR TO CONSTRUCTION. 1-1/4" DOMESTIC WATER LINE ENTRY TO BUILDING. SUGGESTED WATER METER SIZE OF 5/8". INSTANTANEOUS WATER HEATER (IWH-1) MOUNTED UNDER SINK. TRANSFER PUMP PIPING ROUTED UNDERGROUND TO CONNECT TO EXISTING WATER SYSTEM. 2" HUB DRAIN SERVING MECHANICAL EQUIPMENT CONDENSATE. REFER TO MECHANICAL SHEETS FOR EXACT LOCATION OF MECHANICAL EQUIPMENT. CONNECT TO NEW RO PLANT, CONTRACTOR SHALL COORDINATE WATER CONNECTION WITH TSG PRIOR TO CONSTRUCTION. REFER TO SHEET P1.01 FOR PIPING CONTINUATION. PROVIDE 3/4 CW CONNECTION TO NEAREST COLD WATER LINE IN EXISTING MAINTENANCE BUILDING. PROVIDE 3'x3'x3' PUMP SUMP PIT. PROVIDE WITH ANTI VORTEX CONNECTION. 1 2 3 4 5 6 7 N Scale: 1/4" = 1'-0" 2 PLUMBING - ENLARGED PLAN - INTAKE PUMP BUILDING 1 ASI-003.2 12/10/2025 2 ASI-006.2-WSJ 01/06/2026 8 8 9 9 10 01/09/26 6"CW 6"CW (E)6"CW (E)6"CW (E)6"CW (E)6"CW (E)6"CW (E)3"CW (E)3"CW EXISTING BOOSTER PUMP (E)3"CW POTABLE WATER FROM EXISTING CISTERN EXISTING BOOSTER PUMP EXISTING CHECK VALVE EXISTING CHECK VALVE CONNECT TO EXISTING CAPPED WATER BYPASS LINE FROM TRANSFER PUMPS 6"CW EXISTING POTABLE WATER FEEDING EXISTING SITE INSTALL NEW CHECK VALVE IN VERTICAL (E)6"CW INSTALL NEW CHECK VALVE EXISTING CHECK VALVE EXISTING SHUT OFF VALVE EXISTING SHUT OFF VALVE IWH-1 IWH-1 L-1 WC-1 SK-1 1 1/4"CW 1 1/4"CW 1 1/4"CW 1/2"CW 1/2"CW 1"CW 3/4"CW 1 1/4"CW 1"CW 1"CW EEWS-1 HB-1 1/2"CW 3/4"CW 1"CW 1"CW 1"CW FD-1 L-1 WC-1 SK-1 FD-1 2"VENT 4"VENT 2"VENT 2"VENT 2"VENT 6"SAN 6"SAN 6"SAN 6"SAN 2"SAN 2"VENT 4"SAN 2"VENT 2"VENT 2"VENT 2"SAN 2"SAN 3"SAN 4" VTR FCO EEWS-1 The drawings, specifications and other documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project and, unless otherwise provided, the architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including reproducible copies, of the Architect's drawings, specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect’s drawings, specifications or other documents shall not be used by the Owner or others on other projects, for additions to this project or for completion of this project by others, unless the Architect is adjudged to be in default under this agreement, except by agreement in writing and with appropriate compensation to the Architect. Project Number: Date: Project Architect: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES 12/10/2025 1:45:15 PM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/Westin St John_CAPEX Projects_MEP_R24.rvt NOVEMBER 14, 2025 JMH PLUMBING RISERS P2.01 Scale: 1 EXISTING CISTERN PIPING SCHEMATIC Scale: 2 PLUMBING RISER DIAGRAM - DOMESTIC WATER Scale: 3 PLUMBING RISER DIAGRAM - WASTE & VENT 1 ASI-006.1WSJ 12/10/2025 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT 1 1 FEET 6 PUMP SCHEDULE 10 SP-1 SUMP PUMP SUBMERSIBLE DESCRIPTION NO. ITEM TYPE HP. GPM 115/1 GOULDS SERIES 1/2 3872 #WW0511F VOLT/ PHASE MIN. H.P AND MODEL MANUFACTURER REMARKS: 1. SUMP PUMP FOR INTAKE PUMP BUILDING. 2. PROVIDE WITH 100 FOOT HOSE. SEWAGE 3. PROVIDE WITH PLUG. PLUMBING SPECIFICATIONS IN THIS WORK. SUBSTANTIAL COMPLETION. ALL FLOOR DRAINS AND CLEANOUTS LOCATIONS MUST BE INCLUDED PRIOR TO FINISH FLOOR BEING INSTALLED. ALL WORK MUST BE COMPLETED PRIOR TO OUT, SHALL BE RODDED OUT AND FLUSHED OUT AFTER COMPLETION OF CONSTRUCTION AND H. RODDING SEWERS: ALL SANITARY SOIL AND WASTE LINES, BOTH IN THE BUILDING AND MAINTAIN NOT LESS THAN 10 FOOT OF HYDROSTATIC HEAD FOR 1 HOUR WITHOUT A LEAK. PIPE BELOW SLAB ON GRADE BEFORE BACKFILLING AND CONNECTING TO CITY SEWERS. G. TESTING: BELOW SLAB ON GRADE AND ALL FLOORS IN MULTI-STORY BUILDINGS: TEST F. BELOW SLAB ON GRADE PIPING: SAME AS DRAIN PIPE AND FITTINGS LISTED ABOVE. 3311 AND NPS STANDARD 14 & 61. PIPE AND FITTINGS SHALL CONFORM TO ASTM D 1784, ASTM D 1785, ASTM D 2665, ASTM D SOLVENT WELDED DWV JOINTS SHALL CONFORM TO IAPMO INSTALLATION STANDARD IS-9. C. BELOW SLAB ON GRADE PIPING: SCHEDULE 40 PVC PLASTIC PIPE AND DWV FITTINGS. WELDED JOINTS. PIPE AND FITTINGS SHALL CONFORM TO ASTM D 1784-82. B. ABOVE SLAB PIPING: SCHEDULE 40 PVC PLASTIC PIPE AND DWV FITTINGS WITH SOLVENT SOIL, WASTE AND SANITARY DRAIN PIPING, VENT PIPING AND APPURTENANCES BRASS. D. EXPOSED PIPING, FITTINGS AND APPURTENANCES SHALL BE CHROME-PLATED CORRECTLY, WITHOUT COST. C. REMOVE PIPING AND SERVICES ROUGHED-IN INCORRECTLY AND INSTALL HOT WATER, SANITARY, ETC. FOR A COMPLETE INSTALLATION. B. PROVIDE NECESSARY STOPS, VALVES, TRAPS, UNIONS, VENTS, COLD WATER, INSTRUCTIONS. A. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION P. WALL HYDRANTS: WOODFORD, MIFAB, ZURN, J.R. SMITH, JOSAM, WADE O. HOSE BIBBS: CHICAGO, JOSAM, WOODFORD, ZURN, J.R. SMITH, WADE M. THERMOSTATIC MIXING VALVES: LAWLER, SYMMONS, POWERS, HOLBY L. MOP SINKS: CRANE FIAT, STERN WILLIAMS, ACORN, CECO K. STAINLESS STEEL SINKS: ELKAY, JUST I. CLEANOUTS: ZURN, J.R. SMITH, JOSAM, WADE, WATTS/ANCON, MIFAB CHIEF, MIFAB H. FLOOR DRAINS: ZURN, J.R. SMITH, JOSAM, WADE, WATTS/ANCON, SIOUX ACORN AQUA. G. ELECTRIC DRINKING FOUNTAINS: HALSEY TAYLOR, ELKAY, OASIS, HAWS, F. WATER CLOSET SEATS: BENEKE, CHURCH, OLSONITE, BEMIS, CENTOCO CHICAGO, ZURN, BRASSCRAFT E. SUPPLIES, STOPS AND CHROME PLATED TUBULAR BRASS: MCGUIRE, KOHLER, D. FLUSH VALVES: SLOAN, ZURN, MOEN COMMERCIAL HD MIFAB C. SUPPORTS AND CARRIERS: ZURN, J.R. SMITH, WADE, JOSAM, WATTS/ANCON, SYMMONS, MOEN COMMERCIAL HD B. PLUMBING FAUCETS: AMERICAN STANDARD, CHICAGO, T&S BRASS, ZURN, A. VITREOUS CHINA FIXTURES: AMERICAN STANDARD, ELJER, KOHLER, TOTO, ZURN. ACCEPTABLE MANUFACTURERS: PLUMBING FIXTURES AND FIXTURE CARRIERS EARTHWORK A. EXCAVATE AND BACKFILL FOR PIPE TRENCHES FOR UNDERGROUND PIPING, AND EXCAVATE FOR STRUCTURES INSTALLED AS PART OF MECHANICAL WORK. B. REMOVE EXCESS EXCAVATION MATERIAL OR MATERIAL UNSUITABLE FOR BACKFILL. EXCESS MATERIAL CAN BE SPREAD ON GRADE, OR SHALL BE REMOVED FROM SITE AS DIRECTED BY THE OWNER/ARCHITECT. GENERAL A. PERFORM WORK IN ACCORDANCE WITH APPLICABLE STATUTES, ORDINANCES, CODES AND REGULATIONS OF GOVERNMENTAL AUTHORITIES HAVING JURISDICTION. B. OBTAIN ALL PERMITS REQUIRED. C. CONTRACT DRAWINGS ARE DIAGRAMMATIC ONLY AND DO NOT GIVE FULLY DIMENSIONED LOCATIONS OF VARIOUS ELEMENTS OF WORK. DETERMINE EXACT LOCATIONS FROM FIELD MEASUREMENTS. D. GUARANTEE WORK FOR 1 YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION OF THE PROJECT. DURING THAT PERIOD MAKE GOOD ANY FAULTS OR IMPERFECTIONS THAT MAY ARISE DUE TO DEFECTS OR OMISSIONS IN MATERIAL, EQUIPMENT OR WORKMANSHIP. AT THE OWNER'S OPTION, REPLACEMENT OF FAILED PARTS OR EQUIPMENT SHALL BE PROVIDED. E. PROVIDE FINISHES TO MATCH APPROVED SAMPLES. ALL EXPOSED FINISHES SHALL BE APPROVED BY THE ARCHITECT. SUBMIT COLOR SAMPLES AS REQUIRED F. PROVIDE EQUIPMENT HOUSEKEEPING PADS UNDER ALL FLOOR MOUNTED AND GROUND MOUNTED PLUMBING EQUIPMENT, AND AS SHOWN ON THE DRAWINGS. CONCRETE PADS ARE TO BE 4" THICK UNLESS OTHERWISE INDICATED ON THE DRAWINGS. G. PROVIDE NAMEPLATES WITH 1/2" HIGH LETTERS AND FASTENED WITH EPOXY OR SCREWS. H. MAINTAIN QUALITY CONTROL OVER SUPERVISION, SUBCONTRACTORS, SUPPLIERS, MANUFACTURERS, PRODUCTS, SERVICES, SITE CONDITIONS AND WORKMANSHIP TO PRODUCE WORK IN ACCORDANCE WITH CONTRACT DOCUMENTS. I. COMPLY WITH INDUSTRY STANDARDS EXCEPT WHEN MORE RESTRICTIVE TOLERANCES OR SPECIFIED REQUIREMENTS INDICATE MORE RIGID STANDARDS OR MORE PRECISE WORKMANSHIP. J. PERFORM WORK BY PERSONS QUALIFIED TO PRODUCE WORKMANSHIP OF SPECIFIED QUALITY. K. SECURE PRODUCTS IN PLACE WITH POSITIVE ANCHORAGE DEVICES DESIGNED AND SIZED TO WITHSTAND STRESSES, VIBRATION, AND RACKING. UNDER NO CONDITIONS SHALL MATERIAL OR EQUIPMENT BE SUSPENDED FROM STRUCTURAL BRIDGING. L. COMPLY WITH INSTRUCTIONS IN FULL DETAIL, INCLUDING EACH STEP IN SEQUENCE. SHOULD INSTRUCTION CONFLICT WITH CONTRACT DOCUMENTS, REQUEST CLARIFICATION FROM ARCHITECT / ENGINEER BEFORE PROCEEDING. E. PROVIDE ISOLATION VALVES IN DOMESTIC WATER LINES TO ISOLATE ALL EQUIPMENT, RESTROOMS, HOSE BIBS, AND WHERE SHOWN ON DRAWINGS. DOMESTIC WATER PIPING AND APPURTENANCES A. FURNISH AND INSTALL DOMESTIC HOT AND COLD WATER PIPING. C. BELOW SLAB ON GRADE PIPING. FURNISH ASTM B 88 AND ANSI/NSF STANDARD 61 COLD DRAWN, TYPE K COPPER WATER TUBE. RUN CONTINUOUS WITH NO JOINTS UNDER THE FLOOR SLAB. PROVIDE COPPER PIPE CORROSION PROTECTION AS SPECIFIED IN THIS SECTION. E. WATER HAMMER ARRESTORS: PROVIDE PISTON TYPE HYDRAULIC ENGINEERED/MANUFACTURED WATER HAMMER ARRESTORS IN COLD AND HOT WATER SUPPLY LINES IN CHASES OR WALLS TO EACH FIXTURE BRANCH OR BATTERY OF FIXTURES SERVING QUICK CLOSING VALVES OF ELECTRICAL, PNEUMATIC, SPRING LOADED TYPE, OR QUICK HAND CLOSURE VALVES ON FIXTURE TRIM. PROVIDE WATER HAMMER ARRESTORS AT THE END OF THE BRANCH LINE BETWEEN THE LAST TWO FIXTURES SERVED. PROVIDE PRECISION PLUMBING PRODUCTS, INC., OR EQUAL. SIZE UNITS ACCORDING TO WATER HAMMER ARRESTOR'S STANDARD PDI WH-201; REFER TO SCHEDULE ON DRAWINGS. F. AIR CHAMBERS: PROVIDE A MINIMUM 18-INCH LONG AIR CHAMBER, OF THE SAME SIZE AND CONNECTING PIPE MATERIAL AT EACH SINGLE LAVATORY, SINK, DRINKING FOUNTAIN OR FIXTURE THAT DOES NOT HAVE A QUICK-CLOSING VALVE OR ELECTRICAL, PNEUMATIC, SPRING LOADED TYPE, OR FLUSH VALVE. AIR CHAMBERS TO BE USED FOR REMOTE FIXTURES AND NOT MIXED WITH WATER HAMMER ARRESTORS AT GROUP TOILETS. H. COPPER PIPE CORROSION PROTECTION: CORROSION PROTECT COPPER TUBE PIPING SYSTEMS: IN THE BUILDING SLAB. I. COVER COPPER TUBING PIPING SYSTEM WITH: "TAPECOAT" TC PRIMER. EXTEND THE CORROSION PROTECTION 2 INCHES ABOVE CONCRETE SLAB ON GRADE. J. STERILIZE THE WATER SYSTEM WITH SOLUTION CONTAINING NOT LESS THAN 50PPM AVAILABLE CHLORINE. ALLOW CHLORINATING SOLUTION TO REMAIN IN SYSTEM FOR PERIOD OF 8 HOURS (MINIMUM). HAVE VALVES AND FAUCETS OPENED AND CLOSED SEVERAL TIMES DURING THE PERIOD. AFTER STERILIZATION, FLUSH THE SOLUTION FROM THE SYSTEM WITH CLEAN WATER UNTIL RESIDUAL CHLORINE CONTENT IS LESS THAN 0.2 PARTS PER MILLION. G. TESTING: TEST UNDER A COLD WATER HYDROSTATIC PRESSURE OF NOT LESS THAN 200 PSI FOR AT LEAST 15 MINUTES AND CAREFULLY CHECK FOR LEAKS. REPAIR LEAKS AND RETEST SYSTEM UNTIL PROVEN WATERTIGHT. USE ONLY POTABLE WATER FOR THE TEST. PERFORM THE TEST BEFORE FIXTURES, FAUCETS, TRIM OR FINAL CONNECTIONS ARE MADE TO EQUIPMENT. DOMESTIC WATER INSULATION A. ELASTOMERIC INSULATION: INSULATION MATERIAL SHALL BE 1/2” FLEXIBLE, CLOSED-CELL ELASTOMERIC INSULATION IN TUBULAR OR SHEET FORM. MATERIAL SHALL HAVE A FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DEVELOPED RATING OF 50 OR LESS WHEN TESTED IN ACCORDANCE WITH ASTM E84, LATEST REVISION. B. FIBERGLASS INSULATION: 1/2" THICK HEAVY DENSITY, DUAL TEMPERATURE FIBERGLASS INSULATION WITH FACTORY APPLIED, ALL SERVICE, REINFORCED VAPOR BARRIER JACKET HAVING INTEGRAL LAMINATED VAPOR BARRIER. PROVIDE WITH A FACTORY APPLIED PRESSURE SENSITIVE TAPE CLOSURE SYSTEM AND MATCHING BUTT STRIPS. D. COVER ALL COLD & HOT WATER PIPING WITH INSULATION BY SLITTING TUBULAR SECTIONS OR SLIDING UN-SLIT SECTIONS OVER THE OPEN ENDS OF PIPING OR TUBING. SEAMS AND BUTT JOINTS SHALL BE ADHERED AND SEALED USING ADHESIVE. E. ALL FITTINGS SHALL BE INSULATED WITH THE SAME INSULATION THICKNESS AS THE ADJACENT PIPING. ALL SEAMS AND MITERED JOINTS SHALL BE ADHERED WITH ADHESIVE. F. INSULATION APPLICATIONS: INDOOR CONCEALED: ELASTOMERIC INDOOR EXPOSED: FIBERGLASS OUTDOOR: ELASTOMERIC WITH WITH TWO COATS OF EITHER WB OR SB ARMAFLEX FINISH OR FOSTER 30-64 ELASTOMER FOAM COATING. ALL SEAMS SHALL BE LOCATED ON THE LOWER HALF OF THE PIPE. D. ABOVE SLAB PIPING: PEX SYSTEM MUST BE LISTED ASTM F876/F877. TUBING SHALL BE LISTED PEX 5006 FOR CHLORINE RESISTANCE FOR CONTINUOUS USAGE UP TO 140°F. ALL TUBING INSTALLED IN RETURN AIR PLENUMS SHALL BE LISTED ASTM E84. THE LISTING MAY BE FOR THE TUBING ITSELF OR FOR THE TUBING INCLUDING INSULATION TO ACHIEVE THE LISTING. THE FITTINGS SHALL BE OF THE SAME MANUFACTURER AS THE TUBING AND THE INSTALLATION INSTRUCTIONS OF THE MANUFACTURER SHALL BE STRICTLY ADHERED TO. D.1. COPPER MANIFOLD: COMPRISED WITH PIPE SIZE INLET, SPUN CLOSED END AND 1/2" OUTLETS. THE 1/2" OUTLETS ARE BRAZED TO THE HEADER. THESE FITTINGS, AS A SYSTEM ARE PRESSURE RATED AT 160 PSI AT 73°F. D. 0.5 GPM FLOW RATE. C. HOT WATER TEMPERATURE RANGE OF 103°F TO 120°F. B. PROVIDE TANKLESS, FLOW SWITCH ACTIVATED HEATER. A. ACCEPTABLE MANUFACTURERS: EEMAX, CHRONOMITE, STIEBEL ELTRON INSTANTANEOUS ELECTRIC WATER HEATER E. VENT PIPE AND FITTINGS: ABOVE SLAB PIPING. PROVIDE SCHEDULE 40 PVC PLASTIC PIPE AND DWV FITTINGS WITH SOLVENT WELDED JOINTS. PIPE AND FITTINGS SHALL CONFORM TO ASTM D 1784-82. P.D.I. SYMBOLS: FIXTURE UNITS: THREADED CONNECTION A 1 - 11 12 - 32 33 - 60 61 - 113 114 - 154 155 - 330 1/2" 3/4" 1" 1" 1" 1" SHOCK ARRESTOR SCHEDULE CERTIFICATION ASSE 1010 ASSE 1010 ASSE 1010 ASSE 1010 ASSE 1010 ASSE 1010 B C D E F ELECTRIC WATER HEATER SCHEDULE ITEM NO. KW INPUT TEMP RISE PER 1.0 GPM OUTPUT WATER TEMP ELECTRICAL REQUIRED MCA MANUFACTURER / COMMENTS IWH-1 1.5 30° F 110° F 120V/1PH. 13A EEMAX EMT2.5 *IF THE MAXIMUM FUSE SIZE OF THE EQUIPMENT EXCEEDS THE SPECIFIED AMOUNT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ADDITIONAL COSTS TO INCREASED FUSE SIZE / WIRE SIZE. *MOCP 15A PHW02 - 09/10/18 3/8" COPPER TUBING (TYP.) P-TRAP HOT COLD INSTANTANEOUS WATER HEATER RE: SPECIFICATIONS OR SCHEDULE. ELECTRICAL JUNCTION BOX DUAL OUTLET ANGLE VALVE SINK OR LAVATORY FAUCET WITH FLOW CONTROL ELECTRICAL SUPPLY CLEANOUT - SEE SPECS. FINISHED FLOOR PSAN01- XX/XX/XX STRAINER HUB JOINT FINISHED FLOOR DEEP SEAL "P" TRAP PRO-SET SYSTEMS TRAP GUARD SHOWN IN CLOSED POSITION SUPPORT AT THIS POINT NOTES: 1. TRAP GUARD SHALL BE FACTORY FITTED TO MATCH EACH FLOOR DRAIN (ANDFLOOR SINK) BY SIZE, MODEL, AND MANUFACTURER. 2. CONTACT LOCAL REP OR MANUFACTURER FOR CORRECT MODEL NUMBER. 3. FLOOR SINK TRAP GUARD INSTALLATION IS SIMILAR. 4. INSTALLATION OF TRAP GUARD TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 5. INSERT TRAP GUARD ONLY AFTER FINAL RODDING OF DRAINS. INSTALL TRAP GUARD WITH CLEAR SILICONE CAULK FOR GAS TITE SEAL. FOR DRAIN RODDING AFTER INSTALLATION, INSERT SEWER TAPE THROUGH LIGHTLY GREASED 1-1/2" PVC PIPE TO PROTECT TRAP GUARD. PSAN10- XX/XX/XX FINISHED WALL 2" MAX. SANITARY TEE (SEE SIZE AS INDICATED ON PLAN) IN NON-CHASE WALLS USE MIFAB C1460 OR SIMILAR IN LIEU OF SANITARY TEE MIFAB C1450 OR SIMILAR FERRULE WITH BRASS PLUG MIFAB C1400-RD6 POLISHED STAINLESS STEEL COVER 2" MAXIMUM FROM FINISHED WALL PSAN02- XX/XX/XX FLOOR DRAIN EYEWASH CEILING EYEWASH DRAIN SUPPLY PIPING WALL UNION SHUT-OFF VALVE STAY OPEN BALL VALVE DRENCH SHOWERHEAD STAINLESS STEEL PULL BAR STAY OPEN BALL VALVE FOOT PEDDLE OPERATOR PM06 - XX/XX/XX The drawings, specifications and other documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project and, unless otherwise provided, the architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including reproducible copies, of the Architect's drawings, specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect’s drawings, specifications or other documents shall not be used by the Owner or others on other projects, for additions to this project or for completion of this project by others, unless the Architect is adjudged to be in default under this agreement, except by agreement in writing and with appropriate compensation to the Architect. Project Number: Date: Project Architect: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES 12/10/2025 1:45:15 PM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/Westin St John_CAPEX Projects_MEP_R24.rvt NOVEMBER 14, 2025 JMH PLUMBING SCHEDULE AND SPEC - SWRO PLANT P3.00 PLUMBING FIXTURE SCHEDULE TYPE FIXTURE DESCRIPTION ECO EDIT PER PROJECT!! DESCRIPTION: EXTERIOR CLEANOUT TO GRADE, CAST IRON BODY WITH ADJUSTABLE TOP ASSEMBLY WITH GASKET SEAL, AND ROUND SCORIATED VANDAL RESISTANT DUCTILE IRON TRACTOR TYPE COVER. IF LOCATED IN ASPHALT OR DIRT PROVIDE 18"X18"X12" CONCRETE PAD. WADE 6000-Z. EEWS-1 EMERGENCY SHOWER/FACE AND EYEWASH. FLOOR MOUNTED WITH STAINLESS STEEL BOWL AND SCEDULE 80, HOT DIP GALVANIZED PIPING. CHROME PLATED STAY-OPEN BALL VALVES, STAINLESS STEEL ACTUATORS, GRPAHICS. YELLOW ABS PLASTIC SHOWER HEAD ACTIVATED BY PULL ROD, 22 GPM FLOW CONTROL. ABS PLASTIC DUAL STREAM EYE-FACEWASH HEADS ACTIVATED BY PUSH PLATE, SELF ADJUSTING 4.8 SPM REGULATOR. FLOAT OFF COVERS SECURED WITH STAINLESS STEEL BEAD CHAINS. IN-LINE STRAINER TEE. ROTATE DRAIN LOCATION. FIELD PAINT SAFETY YELLOW. BRADLEY S19314 SERIES. FCO TYPE: FCO DESCRIPTION: FLOOR CLEANOUT, CAST IRON BODY AND ADJUSTABLE TOP ASSEMBLY WITH GASKET SEAL, AND ROUND SCORIATED STAINLESS STEEL COVER. WADE 6000-153. FOR CARPETED FLOORS PROVIDE WADE 6000-CM. HB-1 DESCRIPTION: HOSE BIBB. EXPOSED TYPE, MILD CLIMATE, WALL-MOUNTED FAUCET WITH 3/4" F.P.T. INLET, 3/4" MALE HOSE THREAD OUTLET AND SELF-DRAINING ANTI-SIPHON VACUUM BREAKER. CHROME PLATED BRASS FINISH WITH REMOVABLE TEE HANDLE. CHICAGO 952-CP. ROUGH-IN: 3/4" COLD WATER. INSTALL WITH OUTLET AT 18" A.F.F. OR AS DIRECTED BY ARCHITECT/OWNER. IWH-1 DRAINAGE FIXTURE (CO, FD, FS, HD, TD) FD-1 TYPE: 3" FD-1 SERVICE: TOILET ROOMS AND GENERAL USE DESCRIPTION: FLOOR DRAIN, CAST IRON BODY, ADJUSTABLE 6" DIAMETER STAINLESS STEEL STRAINER WITH VANDAL PROOF SCREWS, INTEGRAL CLAMPING DEVICE, BOTTOM OUTLET. WADE 1100-MR6. TRAP SEAL: PROVIDE PRO-SET SYSTEMS, INC. TRAP GUARD FACTORY FITTED TO MATCH EACH FLOOR DRAIN BY SIZE, MODEL, AND MANUFACTURER. ROUGH-IN: REFER TO FLOOR PLANS FOR SIZES. COORDINATE FINAL LOCATION AND INSTALLATION WITH ARCHITECTURAL DRAWINGS / FLOOR CONSTRUCTION. FD-2 TYPE: 4" FD-2 SERVICE: TOILET ROOMS AND GENERAL USE DESCRIPTION: FLOOR DRAIN, CAST IRON BODY, ADJUSTABLE 6" DIAMETER STAINLESS STEEL STRAINER WITH VANDAL PROOF SCREWS, INTEGRAL CLAMPING DEVICE, BOTTOM OUTLET. WADE 1100-MR6. TRAP SEAL: PROVIDE PRO-SET SYSTEMS, INC. TRAP GUARD FACTORY FITTED TO MATCH EACH FLOOR DRAIN BY SIZE, MODEL, AND MANUFACTURER. ROUGH-IN: REFER TO FLOOR PLANS FOR SIZES. COORDINATE FINAL LOCATION AND INSTALLATION WITH ARCHITECTURAL DRAWINGS / FLOOR CONSTRUCTION. LAVATORY (L) L-1 TYPE: L-1 DESCRIPTION: LAVATORY, WALL HUNG, VITREOUS CHINA, 18-1/2"X 17" BOWL WITH REAR OVERFLOW, FAUCET HOLES ON 4" CENTERS. AMERICAN STANDARD "LUCERNE" 0355.027. FAUCET: CHROME PLATED BRASS LAVATORY, SINGLE LEVER ON 4" CENTERS VANDAL RESISTANT AERATOR. MOEN 8439. MIXING VALVE: THERMOSTATIC MIXING VALVE, 140 DEGREES IN, 110 DEGREES OUT, BRONZE FINISH, UNION CONNECTION, 5PSI PRESSURE DIFFERENTIAL, 0.5GPM MIN FLOW/4GPM MAX FLOW. SYMMONS "MAXLINE" 7-225-CK-W. STRAINER: 1-1/4" 17 GAUGE OFFSET WHEELCHAIR STRAINER, CHROME PLATED BRASS GRID DRAIN WITH ELBOW AND 17 GAUGE OFFSET TAILPIECE. MCGUIRE 155WC. GRAVITY FED TRAP PRIMER TAILPIECE, 1/2" NOMINAL BRANCH CONNECTION. SIOUX CHIEF" 213-092. P-TRAP: 1-1/4" 17 GAUGE CHROME PLATED HEAVY CAST BRASS TRAP WITH CLEANOUT AND EXTENSION TO WALL WITH ESCUTCHEON PLATE. MCGUIRE 8872. SUPPLIES: 1/2" I.P.S. X 3/8" O.D.CHROME PLATED LOOSE KEY STOP VALVE WITH ESCUTCHEON AND 3/8" COMPRESSION CHROME PLATED FLEXIBLE RISERS. MCGUIRE 2165LK. CARRIER: RECTANGULAR STEEL TUBING UPRIGHTS WITH WELDED 4" SQUARE BASE ANCHORED TO CONCRETE WITH (4) 1/2" BOLTS, ADJUSTABLE SLEEVE, THREADED CONCEALED ARMS, ALIGNMENT BAR, LOCKING DEVICE, AND LEVELING SCREWS. WADE W520-M36. ROUGH-IN: 2" WASTE, 2" VENT, 1/2" HOT AND COLD WATER. REFER TO ARCHITECTURAL DRAWINGS FOR HEIGHT REQUIREMENTS. SINK (HS, SK) SK-1 TYPE: SK-1 DESCRIPTION: SINK, COUNTER MOUNTED, SELF-RIMMING, 20 GAUGE TYPE 302 STAINLESS STEEL, 33" X 21-1/4" X 7" DEEP, DOUBLE COMPARTMENT WITH FAUCET DECK. FOUR FAUCET HOLES ON 8" CENTERS. ELKAY "CELEBRITY" CR3321. FAUCET: CHROME PLATED FAUCET WITH SPRAY HANDLE. 8" CENTERS. MOEN 8244. MIXING VALVE: THERMOSTATIC MIXING VALVE, 140 DEGREES IN, 110 DEGREES OUT, BRONZE FINISH, UNION CONNECTION, 5PSI PRESSURE DIFFERENTIAL, 0.5GPM MIN FLOW/4GPM MAX FLOW. SYMMONS "MAXLINE" 7-225-CK-W. STRAINER: HEAVY DUTY STEEL BASKET STRAINER WITH 1-1/2 TAILPIECE AND LOCK NUTS. MCGUIRE 151A. P-TRAP: 1-1/2" 17 GAUGE CHROME PLATED CAST BRASS TRAP WITH CLEANOUT AND EXTENSION TO WALL WITH ESCUTCHEON PLATE. MCGUIRE 8912. SUPPLIES: 1/2" I.P.S. X 3/8" O.D. WITH ESCUTCHEONS AND 3/8" COMPRESSION CHROME PLATED FLEXIBLE RISERS. MCGUIRE 2165. ROUGH-INS: 2" WASTE, 2" VENT, 1/2" HOT AND COLD WATER. REFER TO ARCHITECTURAL DRAWINGS FOR REQUIRED HEIGHT. WATER CLOSET (WC) WC-1 TYPE: WC-1 (STANDARD HEIGHT) DESCRIPTION: WATER CLOSET, FLOOR MOUNTED, TANK TYPE, 1.28 GALLON PER FLUSH, VITREOUS CHINA, SIPHON JETTED BOWL, CHROME LEVER TRIP, TWO-PIECE TOILET AMERICAN STANDARD "CADET PRO" 215CA.104. SEAT: ELONGATED OPEN FRONT WHITE PLASTIC SEAT WITH SELF-SUSTAINING CHECK HINGES. CHURCH 9500SSCT. SUPPLIES: 1/2" I.P.S. X 3/8" O.D. WITH ESCUTCHEONS AND 3/8" COMPRESSION CHROME PLATED FLEXIBLE RISERS. MCGUIRE 2166LK. ROUGH-IN: 4" WASTE, 3" VENT, 3/4" COLD WATER. REFER TO ARCHITECTURAL DRAWINGS FOR REQUIRED HEIGHT. SCALE: NONE 1 INSTANTANEOUS ELECTRIC WATER HEATER PIPING FOR SINK OR LAVATORY SCALE: NONE 2 FLOOR CLEANOUT SCALE: NONE 3 TRAP SEAL PROTECTION SCALE: NONE 4 WALL CLEANOUT GENERAL NOTES: ALL LAVATORIES AND SINKS SHALL BE SUPPLIED WITH HOT AND COLD WATER (UNLESS NOTED TO BE COLD WATER ONLY) TO FAUCETS AS INDICATED ON PLANS AND FIXTURE SCHEDULE. PROVIDE CHROME PLATED BRASS SUPPLY STOPS WITH LOOSE KEYS AND WALL ESCUTCHEONS. PROVIDE CHROME PLATED FLEXIBLE RISERS OF SIZE REQUIRED TO PROPERLY CONNECT FIXTURES. PROVIDE 17 GAUGE CHROME PLATED CAST BRASS P-TRAP WITH CLEANOUT AND EXTENSION TO WALL WITH ESCUTCHEON (UNLESS NOTED TO BE AN ACID WASTE FIXTURE). REFER TO FIXTURE SCHEDULE FOR MINIMUM SIZES OF PLUMBING FIXTURE ROUGH-INS. INSULATION KITS AT ALL LAVATORIES AND SINKS REQUIRED TO BE A.D.A. ACCESSIBLE (MCGUIRE OR TRUEBRO). ALL SUCH FIXTURES AND FINAL INSTALLATIONS SHALL COMPLY WITH THE STATE ACCESSIBILITY STANDARDS REQUIREMENTS. INSERT TRAP GUARDS AFTER FINAL RODDING OF DRAINS. INSTALL TRAP GUARD WITH CLEAR SILICONE CAULK FOR GAS-TIGHT SEAL. FOR DRAIN RODDING AFTER INSTALLATION. INSERT SEWER TAPE THROUGH LIGHTLY GREASED 1-1/2" PVC PIPE TO PROTECT TRAP GUARD. APPROVED EQUAL MANUFACTURERS AND MODEL NUMBERS CAN BE PROVIDED FOR THE MANUFACTURER AND MODEL NUMBERS OF THE FIXTURES AND EQUIPMENT LISTED IN THE ABOVE SPECIFICATIONS. SCALE: NONE 5 EMERGENCY SHOWER / EYEWASH CONNECTION 1 ASI-006.1WSJ 12/10/2025 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT 1 U U U J ELECTRIC SERVICE ENTRANCE APPROXIMATE CONDUIT ROUTING; ROUTE CONDUIT FROM EXISTING PANEL "480V PANEL #2" ON THE 2ND FLOOR. REFER TO ELECTRICAL RISER DIAGRAM FOR MORE INFORMATION. NEW SWRO PLANT APPROXIMATE CONDUIT ROUTING; REFER TO TELECOM RISER DIAGRAM FOR MORE INFORMATION. PROVIDE COMMSCOPE SINGLE MODE 12 STRAND FIBER OR APPROVED EQUAL TO FIBER PATCH PANEL IN MDF. CISTERN APPROXIMATE CONDUIT ROUTING FOR CONNECTION OF NEW FIRE ALARM DEVICES TO EXISTING FIRE ALARM SYSTEM. PROVIDE COMMSCOPE SINGLE MODE FIBER OR APPROVED EQUAL FROM MAIN FACP. VERIFY STRAND COUNT WITH FIRE ALARM MANUFACTURER. 2 The drawings, specifications and other documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project and, unless otherwise provided, the architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including reproducible copies, of the Architect's drawings, specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect’s drawings, specifications or other documents shall not be used by the Owner or others on other projects, for additions to this project or for completion of this project by others, unless the Architect is adjudged to be in default under this agreement, except by agreement in writing and with appropriate compensation to the Architect. Project Number: Date: Project Architect: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES 1/6/2026 12:29:02 PM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/Westin St John_CAPEX Projects_MEP_R24.rvt NOVEMBER 14, 2025 JMH ELECTRICAL SITE PLAN - SWRO PLANT E1.01 N Scale: 1" = 20'-0" 1 ELECTRICAL - PROPOSED PLAN - NEW SWRO PLANT 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT 2 ASI-006.2-WSJ 01/06/2026 01/09/26 APPROXIMATE CONDUIT ROUTING. PROVIDE POWER TO PANEL "LB". REFER TO 3/E3.00 FOR MORE INFORMATION. APPROXIMATE CONDUIT ROUTING. PROVIDE (2) 1" CONDUIT FILLED WITH FIBER WIRING FOR CONTROLS TO (2) NEW INTAKE PUMPS. COORDINATE EXACT LOCATION OF INTIAL TIE-IN POINT PRIOR TO ELECTRICAL ROUGH-IN. NEW INTAKE PUMP BUILDING EXISTING BUILDING The drawings, specifications and other documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project and, unless otherwise provided, the architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including reproducible copies, of the Architect's drawings, specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect’s drawings, specifications or other documents shall not be used by the Owner or others on other projects, for additions to this project or for completion of this project by others, unless the Architect is adjudged to be in default under this agreement, except by agreement in writing and with appropriate compensation to the Architect. Project Number: Date: Project Architect: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES 11/12/2025 3:51:31 PM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/Westin St John_CAPEX Projects_MEP_R24.rvt NOVEMBER 14, 2025 JMH ELECTRICAL SITE PLAN - INTAKE PUMP BUILDING E1.02 N Scale: 1" = 40'-0" 1 ELECTRICAL SITE PLAN - INTAKE PUMPS 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT J J J J PRIMING SYSTEM PAD PUMP PAD PUMP PAD PUMP PAD SUMP PIT FINISHED FLOOR ELEVATION -3'-0" FINISHED FLOOR ELEVATION -4'-0" FLOOR SLOPE 1% J J STORAGE 1004 RO PLANT 1000 DMS-1 DMSCU-1 DMSCU-2 DMS-2 MCC LA T-LA 3P/60A/50AF JUNCTION BOX 3P/400A/NF/N3R 2P/30A/NF/N3R 2P/30A/NF/N3R PROVIDE (1) 3/4" CONDUIT FILLED WITH (5) #12 TO OUTDOOR UNIT FOR POWER AND CONTROL CABLING. PROVIDE (1) 3/4" CONDUIT FILLED WITH (5) #12 TO OUTDOOR UNIT FOR POWER AND CONTROL CABLING. LA-9 LA-7 LA-7 LA-6 LA-9 LA-11 LA-17 WP LA-11 WP LA-13,15 LA-10,12 LA-5 LA-5 LA-5 LA-5 LA-5 LA-6 LA-6 LA-6 IWH-1 IWH-1 LA-21 LA-18 M MCC 1001 LA-9 LA-9 PROVIDE POWER TO MOTORIZED DAMPER FROM NEAREST UNSWITCHED 120V CIRCUIT. F V V F F F F F F H W SP OFFICE/LAB 1003 LA-8 ELECTRIC SERVICE ENTRANCE, REFER TO ELECTRICAL RISER DIAGRAM FOR MORE INFORMATION CISTERN A 1005 CISTERN B 1006 EF-2 LA-14,16 SWITCH TO CONTROL EF-2 EF-3 M PROVIDE POWER TO MOTORIZED DAMPER FROM NEAREST UNSWITCHED 120V CIRCUIT. LA-20,22 2P/30A/NF/N3R PROVIDE WEATHERPROOF NEMA FIRE ALARM DEVICES IN THE "RO PLANT 1000" SPACE. FACP LA-19 PROVIDE NEW FIRE ALARM CONTROL PANEL AND TIE INTO EXISTING MAIN FIRE ALARM SYSTEM. ELECTRICAL GENERAL NOTES: (NOTES APPLY TO ALL SHEETS) 1. ALL CONDUCTORS SHALL BE COPPER UNLESS OTHERWISE INDICATED. 2. MOUNT ALL RECEPTACLES AT 18” ABOVE FINISHED FLOOR TO CENTER OF THE COVER PLATE UNLESS OTHERWISE INDICATED. 3. FOR OUTLETS REQUIRING GFCI PROTECTION WHERE THE RECEPTACLE IS CONCEALED SUCH AS IN THE CASE OF A WATER FOUNTAIN OR VENDING MACHINE INSTALLATION, THE CONTRACTOR SHALL PROVIDE A STANDARD RECEPTACLE WITH GFCI CIRCUIT BREAKER IN THE ASSOCIATED PANEL. BLANK FACE GFCI TEST/RESET BUTTONS ARE NOT PERMITTED UNLESS EXPLICITLY LOCATED ON THESE DRAWINGS. 4. FURNISH AND INSTALL ALL EXTERIOR RECEPTACLES WITH WEATHERPROOF COVERS. EXTERIOR RECEPTACLES SHALL BE GFCI TYPE. 5. FOR ALL EXTERIOR ELECTRICAL EQUIPMENT, FURNISH AND INSTALL WITH NEMA 3R ENCLOSURES MINIMUM. IN THE EVENT THAT THERE IS A DISCREPANCY BETWEEN THIS REQUIREMENT AND INFORMATION LOCATED ELSEWHERE IN THE ELECTRICAL DOCUMENTS, THE CONTRACTOR SHALL BID ACCORDING TO THE MOST STRINGENT REQUIREMENT. 6. IN KITCHENS, BREAK ROOMS AND SIMILAR SPACES, THE CONTRACTOR SHALL REFER TO ARCHITECTURAL DOCUMENTS AND LOCATE ELECTRICAL DEVICES AT LOCATIONS AND ELEVATIONS TO BEST SERVE EACH DEDICATED APPLIANCE. 7. VERIFY DOOR SWINGS PRIOR TO INSTALLING LIGHT SWITCHES. 8. GANG ALL SWITCHES SHOWN TO BE INSTALLED AT THE SAME LOCATION UNDER A SINGLE COVER PLATE UNLESS OTHERWISE INDICATED. 9. THE CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS TO EXIT SIGNS IN CORRIDORS WHERE THERE IS A CHANGE OF CEILING ELEVATION WITH 10-FEET OF THE EXIT SIGN. THE CONTRACTOR SHALL LOCATE THESE EXIT SIGNS SUCH THAT THEY ARE ON THE LOWER CEILING AND VISIBLE THROUGHOUT THE CORRIDOR SEGMENT. 10. COORDINATE WITH OTHER DISCIPLINES IN THE FIELD TO ENSURE THAT THE INTEGRITY OF FIRE RATED CONSTRUCTION IS PRESERVED WHERE PENETRATING RATED WALLS AND FLOORS. 11. THE CONTRACTOR SHALL ROUTE ALL EXPOSED CONDUIT NEATLY AND TIGHT TO SUPPORTING SURFACES. IN THE EVENT THAT THE OWNER IS NOT SATISFIED WITH WORKMANSHIP, THE CONTRACTOR SHALL MAKE CORRECTIONS AT NO ADDITIONAL COST TO THE OWNER. MC CABLE IS NOT PERMITTED IN EXPOSED AREAS. 12. FOR ALL CONDUIT RUNS SHOWN ON ELECTRICAL DRAWINGS, THE ROUTING IS APPROXIMATE. THE CONTRACTOR SHALL MAKE ROUTING ADJUSTMENTS AS REQUIRED BASED ON FIELD CONDITIONS AND COORDINATION WITH OTHER DISCIPLINES. 13. FOR UNDERGROUND CONDUIT RUNS, PROVIDE (1) PULL BOX FOR EVERY 500-FEET OF CONDUIT LENGTH AND FOR EVERY 360° OF CONDUIT BENDS, UNLESS OTHERWISE INDICATED MORE FREQUENTLY. FOR PULL BOXES LOCATED WITHIN DRIVABLE SURFACES, ENSURE THAT THE PULL BOX IS TRAFFIC RATED. IN THE EVENT THAT A PULL BOX IS REQUIRED ON A UTILITY CONDUIT RUN, ENSURE THAT THE PULL BOX MEETS ALL REQUIREMENTS OF THAT UTILITY. 14. IN THE EVENT THAT THERE IS A DISCREPANCY IN THE MINIMUM CIRCUIT AMPACITY (MCA) AND/OR THE MAXIMUM OVERCURRENT PROTECTION (MOCP) BETWEEN THE DIVISION 26 AND DIVISION 22/23 SCHEDULES, THE CONTRACTOR SHALL BID ACCORDING TO THE MORE STRINGENT REQUIREMENTS. 15. MECHANICAL, PLUMBING, AND OTHER EQUIPMENT FURNISHED AND INSTALLED BY OTHER DIVISIONS IS SHOWN ON ELECTRICAL DRAWINGS FOR CIRCUITING PURPOSES ONLY. THE CONTRACTOR SHALL REFER TO OTHER DISCIPLINE CONSTRUCTION DOCUMENTS FOR EXACT LOCATIONS OF EQUIPMENT PRIOR TO ROUGH-IN OF THE ASSOCIATED ELECTRICAL CIRCUITS, DISCONNECTING MEANS, OUTLETS, ETC. AND ADJUST ROUTING AND LOCATIONS ACCORDINGLY. 16. LIGHT FIXTURES, ELECTRICAL OUTLETS AND DISCONNECTING MEANS LOCATED IN MECHANICAL ROOMS AND ATTIC SPACES ARE SHOWN FOR QUANTITY AND CIRCUITING PURPOSES ONLY. THE CONTRACTOR SHALL LOCATE LIGHT FIXTURES TO BEST ILLUMINATE WALKING AND WORKING SURFACES, AND LOCATE OUTLETS AND DISCONNECTING MEANS SUCH THEY ARE EASILY ACCESSIBLE FOLLOWING THE INSTALLATION OF ALL DEVICES AND EQUIPMENT IN THESE SPACES. 17. ALL MECHANICAL EQUIPMENT SHALL HAVE A RECEPTACLE INSTALLED WITHIN 25-FEET. A SINGLE RECEPTACLE CAN ACCOMPLISH THIS PURPOSE FOR MULTIPLE PIECES OF EQUIPMENT. A RECEPTACLE LOCATED BELOW A LAY-IN CEILING ON THE SAME LEVEL AS A PIECE OF MECHANICAL EQUIPMENT COMPLIES WITH THIS REQUIREMENT. IN THE EVENT THAT FIELD CONDITIONS DICTATE THAT A RECEPTACLE CAN NOT MEET THIS REQUIREMENT FOR ALL OF THE INTENDED PIECES OF EQUIPMENT IN AN AREA ON THE DRAWINGS, THE CONTRACTOR SHALL PROVIDE ADDITIONAL RECEPTACLES AS REQUIRED. 18. NEW FIRE ALARM EQUIPMENT TO TIE INTO EXISTING MAIN FIRE ALARM SYSTEM. CONTRACTOR TO VERIFY EXACT LOCATION OF MAIN FIRE ALARM PANEL. PANEL "LB" LB-2,4,6 LB-1,3,5 INTAKE PUMP #1 INTAKE PUMP #2 T-LB PANEL "LC" LC-1 LC-1 LC-3 EXISTING TRANSFORMER EXISTING TRANSFORMERS EXISTING DISCONNECT EXISTING ELECTRICAL PANEL EXISTING WIREWAY NEW 200A/3P/NF DISCONNECT The drawings, specifications and other documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project and, unless otherwise provided, the architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including reproducible copies, of the Architect's drawings, specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect’s drawings, specifications or other documents shall not be used by the Owner or others on other projects, for additions to this project or for completion of this project by others, unless the Architect is adjudged to be in default under this agreement, except by agreement in writing and with appropriate compensation to the Architect. Project Number: Date: Project Architect: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES 11/12/2025 3:51:31 PM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/Westin St John_CAPEX Projects_MEP_R24.rvt NOVEMBER 14, 2025 JMH ELECTRICAL FLOOR PLANS - SWRO PLANT & CISTERN E2.00 N Scale: 3/16" = 1'-0" 1 ELECTRICAL - ENLARGED PLAN - NEW SWRO PLANT & CISTERN 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT N Scale: 1/4" = 1'-0" 2 ELECTRICAL - ENLARGED PLAN - INTAKE PUMP BUILDING N Scale: NTS 3 ELECTRICAL - INTAKE PUMP ELECTRICAL ROOM S S S S S P STORAGE 1004 RO PLANT 1000 HB HB HB OS,D D 3,D 3,D B B A A A A A B B B B B B B B B B A C LA-3 WPE MH:8'-6" LA-4 WP MH:8'-6" LA-4 WP MH:8'-6" LA-3 WPE MH:8'-6" LA-4 WP MH:8'-6" LA-2 LA-2 LA-2 LA-2 LA-1 LA-1 LA-1 LA-1 LA-1 EF-1 EXHAUST FAN SHALL BE INTERLOCKED WITH NEAREST LIGHTING CIRCUIT SUCH THAT EXHAUST FAN WILL BE ENERGIZED WHEN THE LIGHTS ARE SWITCHED ON. B LA-4 WP MH:8'-6" A A X X MCC 1001 LA-2 LA-2 LA-3 LA-4 OFFICE/LAB 1003 LA-4 WP MH:8'-6" LA-4 WP MH:8'-6" CISTERN A 1005 CISTERN B 1006 D GENERAL LIGHTING PLAN NOTES: 1. CIRCUIT LIGHT FIXTURES TO THE CIRCUIT AS IDENTIFIED NEAR THE ASSOCIATED CONTROLS AND/OR FIXTURE. 2. UNLESS OTHERWISE INDICATED, LIGHT FIXTURES SHALL BE CONTROLLED BY THE SWITCH AND/OR OCCUPANCY SENSOR(S) LOCATED IN THE SAME SPACE. 3. IN SPACES WITH MORE COMPLEX SWITCHING REQUIREMENTS, LOWERCASE LETTERS NEAR THE FIXTURES AND SWITCHES INDICATE THE CONTROL SCHEME. 4. WHERE MULTIPLE OCCUPANCY SENSORS ARE ILLUSTRATED IN THE SAME AREA OR WITH THE SAME CONTROL ZONE DESIGNATION, MOTION DETECTION BY ANY ONE OCCUPANCY SENSOR SHALL ILLUMINATE ALL LIGHTING IN THE RESPECTIVE AREA OR ZONE. LIGHTING CONTROL DEVICE REQUIREMENTS: 1. ALL LIGHTING DEVICES SHALL BE IECC 2021 COMPLIANT. LIGHTING CONTROLS SHALL BE CAPABLE OF BEING PROGRAMMED TO PERFORM ALL OCCUPANCY, LIGHT-REDUCTION AND OTHER FUNCTIONS AS OUTLINED IN THE 2021 IECC. 2. IN ALL SPACES ON THIS DRAWING, UNLESS OTHERWISE NOTED, PROVIDE OCCUPANCY SENSORS AND WALL-MOUNTED DIMMABLE USER-INPUT DEVICES. EACH WALL-STATION DIMMER SWITCH SHALL BE CAPABLE OF CONTINUOUS DIMMING FROM FULL OUTPUT DOWN TO THE MINIMUM OUTPUT RATING OF EACH FIXTURE'S DRIVER (0.1%, 1%, ETC.). 3. PROVIDE 0-10V DIMMING CABLES FROM LIGHTING CONTROLS TO EACH FIXTURE IN THE ASSOCIATED ZONE FOR DIMMING CAPABILITY. FIXTURES WHICH UTILIZE DIMMING TECHNOLOGY OTHER THAN 0-10V ARE IDENTIFIED IN THE LIGHT FIXTURE SCHEDULE. 4. PROVIDE MANUAL ON/OFF SWITCHES WITHOUT DIMMING FUNCTIONALITY IN ELECTRICAL AND MECHANICAL ROOMS. 5. PROVIDE A TIMECLOCK FOR EXTERIOR LIGHTING CONTROL ZONES WITH THE NUMBER OF CONTACTS AS REQUIRED PER THE NUMBER OF CONTROL ZONES ON DRAWINGS PLUS A MINIMUM OF 25% SPARE CONTACTS. 6. PROVIDE A BUILDING MOUNTED PHOTOCELL INTERFACED WITH THE TIMECLOCK FOR AUTOMATIC SHUTOFF OF EXTERIOR LIGHT FIXTURES WHEN SUFFICIENT DAYLIGHT IS PRESENT. 7. TIMECLOCK FUNCTIONALITY: A. SHALL BE CAPABLE OF BEING PROGRAMMED FOR 7 DAYS, AND CAPABLE OF BEING SET FOR SEVEN DIFFERENT DAY TYPES PER WEEK B. SHALL INCORPORATE AN AUTOMATIC HOLIDAY SETBACK FEATURE C. SHALL HAVE PROGRAM BACKUP CAPABILITIES THAT PREVENT THE LOSS OF PROGRAM AND TIME SETTINGS UPON POWER INTERRUPTION. LIGHTING CONTROL DEVICE PROGRAMMING: 1. PROGRAM ALL INTERIOR OCCUPANCY ZONES TO MEET THE FOLLOWING REQUIREMENTS UNLESS OTHERWISE NOTED: A. AUTOMATIC ON: SET FOR 50% BRIGHTNESS UPON SPACE OCCUPANCY B. AUTOMATIC OFF: SET FOR 20 MINUTES AFTER AREA VACANCY C. MANUAL OFF: INCLUDE A WALL-MOUNTED MANUAL DIMMER WITH MANUAL ON/OFF BUTTON FOR SPACES WITH CEILING MOUNTED OCCUPANCY SENSOR(S). FOR SPACES WITH WALL-MOUNTED OCCUPANCY SENSOR(S), FURNISH A SENSOR THAT HAS A MANUAL DIMMER WITH MANUAL ON/OFF BUTTON. 2. PROGRAM WAREHOUSE OCCUPANCY ZONES SUCH THAT THE LIGHT LEVELS ARE REDUCED TO 50% BRIGHTNESS 20 MINUTES AFTER WAREHOUSE VACANCY. CORRIDORS SHALL BE FULL BRIGHTNESS DURING OCCUPANCY. 3. PROGRAM TIMECLOCK SUCH THAT CIRCUIT LA-4 IS OFF FROM THE HOURS OF MIDNIGHT TO 6AM. CIRCUIT LA-3 SHALL REMAIN ON DURING THESE HOURS. LC-2 A2 LC-2 A2 LC-2 OS,D X2 LIGHTING FIXTURE SCHEDULE Type Mark CATALOG NUMBER MOUNTING LAMP TYPE VOLTAGE LOAD REMARKS MANUFACTURER MODEL A2 LITHONIA CLX-L96 SURFACE 8,000L LED 120 V 51 W 8' STRIP LIGHT WITH FLAT DIFFUSE LENS. A LITHONIA CLX-L48 SUSPENDED 4,000L LED 120 V 26 W 4' STRIP LIGHT WITH FLAT DIFFUSE LENS. PROVIDE FIXTURE WITH ACCESSORY FOR SUSPENDED MOUNTING. B LITHONIA CLX-L96 SUSPENDED 8,000L LED 120 V 51 W 8' STRIP LIGHT WITH FLAT DIFFUSE LENS. PROVIDE FIXTURE WITH ACCESSORY FOR SUSPENDED MOUNTING. C LITHONIA CLX-L24 SUSPENDED 2,000L LED 120 V 15 W 2' STRIP LIGHT WITH FLAT DIFFUSE LENS. PROVIDE FIXTURE WITH ACCESSORY FOR SUSPENDED MOUNTING. WP LITHONIA WDGE2 WALL 3,216L LED 120 V 32 W WALL MOUNTED LUMINAIRE WITH TYPE III DISTRIBUTION. WPE LITHONIA WDGE2 WALL 3,216L LED 120 V 32 W WALL MOUNTED LUMINAIRE WITH TYPE III DISTRIBUTION WITH EMERGENCY BATTERY BACKUP. X LITHONIA EDG WALL LED 120 V 3 W UNIVERSAL LED EXIT SIGN MOUNTED WITH RED LETTERING AND EMERGENCY BATTERY BACK-UP. X2 LITHONIA EDG SURFACE LED 120 V 3 W UNIVERSAL LED EXIT SIGN WITH RED LETTERING AND EMERGENCY BATTERY BACK-UP. 1 FIXTURES SHOWN ON THE FLOORPLAN HAVING A DESIGNATION OF "E" FOLLOWING THE BASE DESIGNATION (I.E. - A FIXTURE TYPE "AE, C2E, FE") AND/OR A HALF SHADED REGION SHALL BE THE BASE FIXTURE TYPE EQUIPPED WITH THE APPROPRIATE BATTERY BACK-UP. BATTERY BACK-UPS SHALL BE INTEGRAL TO THE FIXTURE AND REMOTE SHALL BE SELECTED ONLY IN INSTANCES WHERE IT IS SPECIFIED OR WHEN IT IS THE ONLY AVAILABLE EMERGENCY OPTION. THE LOCATION OF REMOTE BATTERY BACKUPS SHALL BE SELECTED BY THE OWNER/ARCHITECT PRIOR TO INSTALLATION BY THE CONTRACTOR. 2 ALL REQUIRED TEST SWITCHES FOR THE BATTERY BACK-UPS SHALL BE INTEGRAL TO THE FIXTURE. 3 REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS NOT INDICATED IN THE LIGHTING FIXTURE SCHEDULE. WHERE THERE IS AN INCONSISTENCY BETWEEN THE LIGHTING FIXTURE SCHEDULE AND THE SPECIFICATIONS, THE GREATER QUANTITY OR HIGHER QUALITY OF WORK SHALL BE INCLUDED IN THE PROPOSAL. 4 UNLESS OTHERWISE INDICATED ON THE SCHEDULE ABOVE, THE ARCHITECT/OWNER SHALL SELECT ALL FINISHES, COLORS, AND TRIMS. 5 ALL LED FIXTURE BOARDS AND DRIVERS SHALL BE OF THE LATEST GENERATION, BASED UPON THE INDIVIDUAL MANUFACTURER'S STATED LITERATURE. IF A "GEN 5" IS AVAILABLE, "GEN 4" FIXTURES ARE NOT ACCEPTABLE. 6 EXIT SIGNS AND EMERGENCY BATTERY BACK-UPS SHALL BE CONNECTED TO THE NEAREST LIGHTING CIRCUIT AHEAD OF ALL SWITCHING AS REQUIRED TO MAINTAIN THE BATTERIES AT FULL CHARGE. THE CONTRACTOR SHALL PROVIDE ALL ADDITIONAL WIRING AS REQUIRED. 7 LIGHTING FIXTURE MANUFACTURERS OTHER THAN THOSE LISTED IN THE LIGHTING FIXTURE SCHEDULE AND DESIRING TO BID THIS PROJECT SHALL REQUEST PRIOR APPROVAL OF THE FIXTURES THEY WISH TO SUBSTITUTE. PRIOR APPROVAL REQUEST SHALL INCLUDE FIXTURE CUT SHEETS. 8 FOR PRIOR APPROVALS AND SUBMITTALS THAT DEVIATE FROM NOMINAL WATTAGE AND/OR DELIVERED LUMENS, IT SHALL BE UP THE ENGINEER'S SOLE DISCRETION TO APPROVE OR DECLINE THESE FIXTURES BASED ON ANY AND ALL FACTORS INCLUDING BUT NOT LIMITED TO INTENDED LIGHTING LEVELS FOR EACH SPACE AND IMPACT ON THE OVERALL ELECTRICAL POWER SYSTEM. 9 ALL LIGHTING SPECIFIED SHALL BE 4000K UNLESS NOTED OTHERWISE. 10 THE CONTRACTOR SHALL PROVIDE ALL HARDWARE AND ACCESSORIES AS REQUIRED TO INSTALL FIXTURES IN LOCATIONS AS ILLUSTRATED WITH MOUNTING METHODS DESIRED. 11 WHEN A UNIVERSAL (120-277V) VOLTAGE OPTION IS AVAILABLE, IT SHALL BE PROVIDED. OTHERWISE PROVIDE AS INDICATED IN SCHEDULE. 12 FOR ALL SUSPENDED FIXTURES, COORDINATE THE EXACT MOUNTING ELEVATION ABOVE FINISHED FLOOR WITH ARCHITECT PRIOR TO INSTALLATION. PROVIDE SUSPENSION HARDWARE IN LENGTHS AS REQUIRED. 13 ALL EXTERIOR LIGHT FIXTURES NOT RECESSED IN A CANOPY OR SURFACED MOUNTED DIRECTLY TO THE BOTTOM OF A CANOPY SHALL BE UL OR ETL LISTED AS WET FROM ABOVE LOCATION. The drawings, specifications and other documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project and, unless otherwise provided, the architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including reproducible copies, of the Architect's drawings, specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect’s drawings, specifications or other documents shall not be used by the Owner or others on other projects, for additions to this project or for completion of this project by others, unless the Architect is adjudged to be in default under this agreement, except by agreement in writing and with appropriate compensation to the Architect. Project Number: Date: Project Architect: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES 11/12/2025 3:51:32 PM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/Westin St John_CAPEX Projects_MEP_R24.rvt NOVEMBER 14, 2025 JMH ELECTRICAL LIGHTING PLANS - SWRO PLANT & CISTERN E2.01 N Scale: 3/16" = 1'-0" 1 LIGHTING - ENLARGED PLAN - NEW SWRO PLANT & CISTERN 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT N Scale: 3/16" = 1'-0" 2 LIGHTING PLAN - INTAKE PUMP BUILDING INTERIOR EXTERIOR MCC 1001 30 KVA DRY TYPE TRANSFORMER 480/3 PRI. 120/208/3 SEC. 3/4" C. W/ (1) #2G. TO BUILDING GROUNDED STRUCTURAL MEMBER. N G 1 #6G 3/4"x10'-0" COPPERWELD GROUND ROD. BOND PER NEC 250-66. 3/4" C. W/ 1 #1/0G. TO BUILDING STEEL, CONCRETE REINFORCING STEEL, AND METAL PIPING. T-LA PANEL 'LA' 'MCC' TO BE PROVIDED BY OTHERS GRADE NEW SWRO PLANT N G 60A/3P/50AF FUSED DISCONNECT EXISTING PANEL '480V PANEL #2' 400A/3P/NF/ N3R NON-FUSED DISCONNECT INTERIOR EXTERIOR EXISTING MAIN BUILDING 2ND FLOOR 1ST FLOOR JUNCTION BOX 50A 50AB 100A 400A 400A 400A NEUTRAL AND GROUND ARE NOT TO BE BONDED GENERAL NOTES: -ALL EXTERIOR BUILDING ELECTRICAL EQUIPMENT TO BE WEATHERPROOF NEMA-3R MINIMUM. SYMBOL SCHEDULE DESCRIPTION (DISREGARD ITEMS NOT SHOWN ON PLANS) LIGHTING (LETTER DENOTES TYPE - SEE LIGHT FIXTURE SCHEDULE) RECEPTACLES AND OUTLETS SYMBOL SUBSCRIPTS AND ABBREVIATIONS ELECTRICAL EQUIPMENT CIRCUITING MOTOR CONTROLLERS AND EQUIPMENT LIGHT FIXTURE - WALL MOUNTED FIXTURE ON EMERGENCY CIRCUIT DOWNLIGHT FIXTURE DOWNLIGHT FIXTURE ON EMERGENCY CIRCUIT LIGHT FIXTURE DUPLEX GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE 125/250 VOLT, 1 PHASE, 3-WIRE, 20 AMPS UNLESS NOTED OTHERWISE LIGHT FIXTURE - WALL MOUNTED ON EMERGENCY CIRCUIT EXIT LIGHT-WALL MTD WITH DIRECTIONAL ARROWS AS REQUIRED EXIT LIGHT-CEILING MTD WITH DIRECTIONAL ARROWS AS REQUIRED DUPLEX RECEPTACLE INDICATES WEATHERPROOF CONDUIT CONDUIT BELOW FLOOR, SLAB, OR GRADE ELECTRICAL DISTRIBUTION OR PANELBOARD DISCONNECT SWITCH AS REQUIRED DRY TYPE TRANSFORMER WP NEXT TO ANY SYMBOL INDICATES FINAL ROUGH-IN FIELD COORDINATION BY CONTRACTOR WITH ARCHITECTURAL MILLWORK DRAWINGS AND OTHER TRADES SWITCHES LOW VOLTAGE LIGHTING CONTROLS OS D 3 S P LINE VOLTAGE SINGLE POLE SWITCH. LINE VOLTAGE WALL MOUNTED SWITCH WITH OCCUPANCY SENSOR. AUTO ON/AUTO OFF. LINE VOLTAGE 3-WAY SWITCH. LINE VOLTAGE WALL DIMMER SWITCH, SIZE AND TYPE AS REQUIRED. CEILING MOUNTED PHOTO SENSOR. CEILING MOUNTED OCCUPANCY SENSOR, AUTO ON/AUTO OFF. ROUGH-IN DATA OUTLET WITH 1/2" CONDUIT WITH PULL WIRE TO AN ACCESSIBLE LOCATION ABOVE CEILING. GRADE INTERIOR EXTERIOR 1ST FLOOR TELECOM CABINET PROVIDE (1) 3" CONDUIT WITH PULL STRING FOR TELECOM. ROUTE TO EXISTING TELECOM. VERIFY EXACT LOCATION PRIOR TO ROUGH IN. 4'X'8' TTB (TYP.) (1) 2" CONDUIT WITH PULL STRING G (1) #6 GROUND TO BUILDING GROUND NEW SWRO PLANT GRADE INTERIOR EXTERIOR EXISTING BUILDING ELECTRICAL ROOM INTERIOR EXTERIOR NEW INTAKE PUMP BUILDING INTAKE PUMP ROOM EXISTING WIREWAY EXISTING DISCONNECT EXISTING PANEL PANEL "LB" PANEL "LC" XFMR "T-LB" G N G 200A 15A 30A NEW 200A 480V/3PH PANEL DO NOT BOND NEUTRAL AND GROUND NEW 30A, 6 SPACE, 240V/1PH LOAD CENTER 5 KVA 480-240/120V 1PH XFMR 'T-LB' NEW 200A/3P/NF DISCONNECT A LICENSED FIRE ALARM PLANNING SUPERINTENDENT CERTIFIED TO A MINIMUM LEVEL III IN THE SUBFIELD OF FIRE ALARM SYSTEMS THROUGH THE NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNOLOGIES (NICET) SHALL PROVIDE PLANS AND CALCULATIONS FOR A MANUAL AND AUTOMATIC FIRE DETECTION AND ALARM SYSTEM TO COMPLY WITH THE BUILDING SPACE LAYOUT, BUILDING OCCUPANCY, NFPA 72, NFPA 101, IBC 2015 EDITION, LOCAL AND STATE CODE REQUIREMENTS, AND THE FIRE ALARM AND DETECTION SYSTEM SPECIFICATIONS. THE DEVICE LOCATIONS AND QUANTITIES SHOWN ON THE DRAWINGS ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. SEE THE PROJECT SPECIFICATIONS FOR A COMPLETE DESCRIPTION AND LOCATION OF REQUIRED NOTIFICATION AND INITIATION APPLIANCES. ADDITIONAL CODE REQUIRED DEVICES SHALL BE INCLUDED IN THE PROJECT BID AS DETERMINED BY THE CERTIFIED FIRE ALARM PLANNING SUPERINTENDENT. FIRE ALARM DESIGN PLANS SHALL BE SUBMITTED TO AUTHORITY HAVING JURISDICTION FOR APPROVAL PRIOR TO INSTALLATION AND THE INSTALLATION MUST BE APPROVED BEFORE THE CERTIFICATE OF OCCUPANCY MAY BE ISSUED. FIRE DETECTION AND ALARM REQUIREMENTS: FIRE ALARM SYMBOL SCHEDULE SYMBOL DESCRIPTION (DISREGARD ITEMS NOT SHOWN ON PLANS) FIRE ALARM SYSTEM HEAT DETECTOR FIRE ALARM SYSTEM MANUAL PULL STATION FIRE ALARM SYSTEM AUDIBLE/VISUAL NOTIFICATION APPLIANCE, AUDIBLE SIGNAL SHALL BE PROVIDED TO MATCH THE REQUIRE FIRE ALARM OR VOICE EVACUATION SYSTEM FIRE ALARM SYSTEM VISUAL NOTIFICATION APPLIANCE WATERFLOW SWITCH FIRE SPRINKLER SUPERVISORY/TAMPER SWITCH F FIRE ALARM GENERAL NOTES: 1. THE FIRE ALARM SYSTEM FOR THIS BUILDING SHALL BE AUTOMATICALLY ACTIVATED BY THE SPRINKLER SYSTEM AND ANY SMOKE DETECTORS SHOWN, IN ADDITION TO MANUAL ACTIVATION BY PULL STATIONS. 2. THE FIRE ALARM SYSTEM FOR THIS BUILDING SHALL BE A VOICE EVACUATION SYSTEM WITH A VOICE EVACUATION PANEL AND AUDIBLE SPEAKER NOTIFICATION APPLIANCES FOR RECORDED AND LIVE EVACUATION INSTRUCTIONS. 3. PROVIDE FIRE SPRINKLER SUPERVISORY/TAMPER SWITCHES AT ALL LOCATIONS AS REQUIRED BY THE DELEGATED DESIGN SPRINKLER SYSTEM. NOT ALL OF THESE LOCATIONS ARE DEPICTED ON THE FIRE ALARM DRAWINGS. SD F V W SP FACP FIRE ALARM SYSTEM CONTROL PANEL FEEDER SCHEDULE AMPERAGE # SETS CONDUCTOR (QTY.)/SIZE GROUND (QTY.)/SIZE CONDUIT 15A 1 (2) #12 #12 1/2"C 30A 1 (3) #10 8#10 1/2"C 50A 1 (4) #8 #10 3/4"C 50AB 1 (3) #8 #8 3/4"C 100A 1 (4) #3 #8 1-1/4"C 200A 1 (4) #3/0 #6 2-1/2"C 400A 1 (4) 500 KCMIL #3 3"C 1 CONDUIT SIZE AND QUANTITIES ARE BASED ON 3-PHASE 4-WIRE SYSTEMS. CONDUIT SIZE IS PERMITTED TO BE REDUCED BY THE CONTRACTOR AS PREMITTED BY THE NEC FOR THE REDUCED NUMBER OF CONDUCTORS THAT ARE TYPICAL FOR EQUPMENT THAT IS SINGLE PHASE OR EQUIPMENT THAT DOES NOT REQUIRE A NEUTRAL CONDUCTOR. 2 CONDUCTOR SIZES BASED ON NEC TABLE 310.16 - COPPER 75°. 3 GROUND SIZES BASED ON NEC TABLE 250.122 – COPPER, UNLESS NOTED OTHERWISE. FEEDER TAGS WITH ‘SE’ REFERS TO SERVICE ENTRANCE CONDUCTORS AND GROUND SIZES BASED ON NEC TABLE 250.66 – COPPER 4 CONDUIT FILL BASED ON NEC ANNEX C. The drawings, specifications and other documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project and, unless otherwise provided, the architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including reproducible copies, of the Architect's drawings, specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect’s drawings, specifications or other documents shall not be used by the Owner or others on other projects, for additions to this project or for completion of this project by others, unless the Architect is adjudged to be in default under this agreement, except by agreement in writing and with appropriate compensation to the Architect. Project Number: Date: Project Architect: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES 11/12/2025 3:51:32 PM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/Westin St John_CAPEX Projects_MEP_R24.rvt NOVEMBER 14, 2025 JMH ELECTRICAL SCHEDULES AND DETAILS E3.00 Scale: NTS 1 ELECTRICAL RISER DIAGRAM - NEW SWRO PLANT G - PROVIDE GFCI CIRCUIT BREAKER Notes: Abbrevations: Total Est. Demand Current: 36 A Receptacles 3.6 kVA 100.00% 3.6 kVA Total Conn. Current: 35 A Miscellaneous 4.9 kVA 100.00% 4.9 kVA Total Est. Demand: 13.0 kVA Lighting 1.3 kVA 125.00% 1.6 kVA Total Conn. Load: 12.7 kVA HVAC 2.9 kVA 100.00% 2.9 kVA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps: 37 A 41 A 30 A Total Load: 4.4 kVA 4.8 kVA 3.6 kVA -- 41 SPARE -- 20 1 0.0 / 0.0 1 20 -- SPARE 42 -- -- 39 SPARE -- 20 1 0.0 / 0.0 1 20 -- SPARE 40 -- -- 37 SPARE -- 20 1 0.0 / 0.0 1 20 -- SPARE 38 -- -- 35 SPARE -- 20 1 0.0 / 0.0 1 20 -- SPARE 36 -- -- 33 SPARE -- 20 1 0.0 / 0.0 1 20 -- SPARE 34 -- -- 31 SPARE -- 20 1 0.0 / 0.0 1 20 -- SPARE 32 -- -- 29 SPARE -- 20 1 0.0 / 0.0 1 20 -- SPARE 30 -- -- 27 SPARE -- 20 1 0.0 / 0.0 1 20 -- SPARE 28 -- -- 25 SPARE -- 20 1 0.0 / 0.0 1 20 -- SPARE 26 -- -- 23 SPARE -- 20 1 0.0 / 0.0 1 20 -- SPARE 24 -- 21 IWH-1 #12 15 1 0.5 / 0.4 22 19 FIRE ALARM CONTROL PANEL #12 20 1 0.5 / 0.4 2 20 #12 EF-3 20 17 TTB #12 20 1 0.4 / 0.5 1 15 #12 IWH-1 18 15 0.7 / 1.3 16 13 DMSCU-2 #12 15 2 0.7 / 1.3 2 20 #12 EF-2 14 11 REC - EXTERIOR #12 20 1 0.4 / 0.7 12 9 REC - OFFICE #12 20 1 0.7 / 0.7 2 15 #12 DMSCU-1 10 7 REC - OFFICE/RESTROOM #12 20 1 0.4 / 0.2 1 20 #12 REC - MCC 8 5 REC - WAREHOUSE #12 20 1 0.9 / 0.7 1 20 #12 REC - WAREHOUSE/STORAGE 6 3 LTG - EXTERIOR #12 20 1 0.1 / 0.3 1 20 #12 LTG - EXTERIOR 4 1 LTG - WAREHOUSE #12 20 1 0.7 / 0.2 1 20 #12 LTG - OFFICE/MCC/STORAGE 2 Note CKT Circuit Description Wire Breaker A B C Breaker Wire Circuit Description CKT Note Phase in kVA Mounting: Surface Wires: 4 Mains: 100A MLO Supply From: Phases: 3 Enclosure: Type 1 Location: MCC 1001 Volts: 120/208 Wye A.I.C. Rating: 10,000 Branch Panel: LA Scale: NTS 2 TELECOM RISER DIAGRAM Scale: NTS 3 ELECTRICAL RISER DIAGRAM - INTAKE PUMPS Notes: Abbrevations: Total Est. Demand Current: 81 A Total Conn. Current: 81 A Receptacles 0.5 kVA 100.00% 0.5 kVA Total Est. Demand: 67.1 kVA Motor 66.4 kVA 100.00% 66.4 kVA Total Conn. Load: 67.1 kVA Lighting 0.1 kVA 125.00% 0.1 kVA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps: 82 A 81 A 80 A Total Load: 22.6 kVA 22.3 kVA 22.1 kVA -- 17 SPARE -- 20 1 0.0 / 0.0 1 20 -- SPARE 18 -- -- 15 SPARE -- 20 1 0.0 / 0.0 1 20 -- SPARE 16 -- -- 13 SPARE -- 20 1 0.0 / 0.0 1 20 -- SPARE 14 -- -- 11 SPARE -- 20 1 0.0 / 0.0 1 20 -- SPARE 12 -- 9 0.2 / 0.0 1 20 -- SPARE 10 -- 7 XFMR "T-LB" #12 15 2 0.5 / 0.0 1 20 -- SPARE 8 -- 5 11.1 / 11.1 6 3 11.1 / 11.1 4 1 INTAKE PUMP#1 #6 60 3 11.1 / 11.1 3 60 #6 INTAKE PUMP#2 2 Note CKT Circuit Description Wire Breaker A B C Breaker Wire Circuit Description CKT Note Phase in kVA Mounting: Surface Wires: 4 Mains: 200A MCB Supply From: Phases: 3 Enclosure: Type 1 Location: INTAKE PUMPS 1006 Volts: 277/480 Wye A.I.C. Rating: 10,000 Branch Panel: LB Notes: Abbrevations: Total Est. Demand Current: 3 A Total Conn. Current: 3 A Total Est. Demand: 0.7 kVA Receptacles 0.5 kVA 100.00% 0.5 kVA Total Conn. Load: 0.6 kVA Lighting 0.1 kVA 125.00% 0.1 kVA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps: 4 A 2 A Total Load: 0.5 kVA 0.2 kVA -- 5 SPARE -- 20 1 0.0 / 0.0 1 20 -- SPARE 6 -- 3 REC - SUMP PUMP #12 20 1 0.2 / 0.0 1 20 -- SPARE 4 -- 1 REC - GENERAL #12 20 1 0.4 / 0.1 1 20 #12 LIGHTING 2 Note CKT Circuit Description Wire Breaker A B Breaker Wire Circuit Description CKT Note Phase in kVA Mounting: Surface Wires: 3 Mains: 30A Supply From: T-LB Phases: 1 Enclosure: Type 1 Location: INTAKE PUMPS 1006 Volts: 120/240 Single A.I.C. Rating: 10,000 Branch Panel: LC 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT ELECTRICAL SPECIFICATIONS: GENERAL A. VERIFY ALL JOB SITE AND ARCHITECTURAL PLAN DIMENSIONS. REPORT ALL DISCREPANCIES TO ARCHITECT. B. CONTRACTOR SHALL INITIATE CONTACT WITH THE POWER COMPANY (RETAIL SELLER), UTILITY (TRANSMISSION AND DISTRIBUTION) AND OWNER WITHIN 14 DAYS OF NOTICE TO PROCEED TO ENSURE PERMANENT POWER WILL BE AVAILABLE TO THE SITE. AND DELAYS RESULTING FROM LACK OF THIS COORDINATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. C. UNLESS OTHERWISE NOTED, CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS, FEES AND CHARGES REQUIRED. D. VISITING THE SITE: EACH BIDDER SHALL VISIT THE SITE OF THE PROPOSED WORK AND SHALL FULLY INFORM HIMSELF REGARDING THE LOGISTICS AND UTILITIES. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR WORK OR MATERIAL OMITTED FROM THE BIDDER'S CONTRACT PROPOSAL DUE TO HIS FAILURE TO SO INFORM HIMSELF BY SUCH INVESTIGATION. E. ALL CUTTING AND PATCHING OF ROOF, FLOOR, CEILING AND WALLS SHALL BE COMPLETED BY OR COORDINATED WITH GENERAL CONTRACTOR. F. FURNISH AND INSTALL A COMPLETE ELECTRICAL SYSTEM AS INDICATED IN THE CONSTRUCTION DOCUMENTS. ELECTRICAL CONTRACTOR TO MAKE FINAL CONNECTIONS TO ALL EQUIPMENT, UNLESS NOTED OTHERWISE. G. CONTRACTOR SHALL COMPLY WITH ALL GOVERNING CODES AND ORDINANCES, INCLUDING BUT NOT LIMITED TO NATIONAL ELECTRICAL CODE (NEC), NATIONAL FIRE PROTECTION AGENCY (NFPA) AND LOCAL AUTHORITY HAVING JURISDICTION (AHJ). CONDUIT A. ALL ELECTRICAL CONDUCTORS SHALL BE INSTALLED IN CONDUIT COMPLYING WITH THE NEC. CONDUIT SHALL BE U.L. LISTED. APPLICABLE USE FOR CONDUIT TYPES AS FOLLOWS: 1. EMT (ELECTRIC METALLIC TUBING) - INTERIOR CONCEALED OR EXPOSED. 2. GRC (GALVANIZED RIGID CONDUIT) - EXTERIOR EXPOSED. UNDERGROUND ELBOWS AND RISES. 3. PVC (POLYVINYL CHLORIDE) - UNDERGROUND OR UNDER SLAB. 4. LIQUIDTIGHT FLEXIBLE METAL CONDUIT - SHALL BE USED AT ALL MOTOR CONNECTIONS OR WHERE MOVEMENT OR VIBRATION IS A CONCERN FOR EXTERIOR EQUIPMENT CONNECTIONS. LENGTH NOT TO EXCEED 3 FEET. 5. FLEXIBLE STEEL CONDUIT - SHALL BE USED WHERE MOVEMENT OR VIBRATION IS A CONCERN FOR INTERIOR EQUIPMENT CONNECTIONS. LENGTH NOT TO EXCEED 3 FEET. 6. MC CABLE (METAL CLAD) - MC CABLE IS PERMITTED AND SHALL COMPLY WITH NEC 330 AND BE INSTALLED IN LOCATIONS APPROVED BY LOCAL AHJ. MC CABLE NOT ALLOWED FOR EQUIPMENT CONNECTIONS. SUPPORT AND BUNDLE NEATLY ABOVE CEILING WITH BRIDLE RINGS OR J-HOOKS. B. MINIMUM CONDUIT SIZE, NOT UNDERGROUND OR UNDER SLAB, SHALL BE 1/2 INCH. MINIMUM CONDUIT SIZE FOR UNDERGROUND OR UNDER SLAB SHALL BE 3/4 INCH. C. CONDUIT FILL SHALL NOT EXCEED 40% PER NEC. D. CONDUIT SHALL BE SUPPORTED FROM BUILDING STRUCTURE, FRAMING, JOIST, ETC. PROVIDE HANGERS, SUPPORTS AND FASTENINGS AS REQUIRED BY NEC. DO NOT SUPPORT FROM ROOF DECK OR SUSPENDED CEILING SYSTEM. IN NO INSTANCE, SHALL CONDUIT BE INSTALLED WITHIN 6 INCHES OF ROOF DECK. E. ALL CONDUIT FITTINGS SHALL BE STEEL, SET SCREW OR COMPRESSION TYPE AND U.L. LISTED. PLASTIC BUSHINGS REQUIRED FOR ALL CONDUIT, 1 INCH AND LARGER. PANELBOARDS A. GENERAL: ALL PANELBOARDS SHALL BE DEAD-FRONT SAFETY-TYPE EQUIPPED WITH MOLDED CASE CIRCUIT BREAKERS AS SHOWN AND SCHEDULED. LOAD CENTER CONSTRUCTION IS NOT ACCEPTABLE. PROVIDE ENGRAVED TAG DENOTING PANEL NAME. B. CIRCUIT BREAKERS: CIRCUIT BREAKERS SHALL BE MOLDED CASE, THERMAL MAGNETIC TYPE PROVIDED WITH INDIVIDUALLY INSULATED, BRACED, AND BOLTED CONNECTIONS. THE FRONT FACES OF CIRCUIT BREAKERS SHALL BE FLUSH WITH EACH OTHER. TRIPPED INDICATION SHALL BE SHOWN BY THE BREAKER HANDLE TAKING A POSITION BETWEEN ON AND OFF. MAKE PREPARED SPACE PROVISIONS FOR ADDITIONAL BREAKERS SUCH THAT NO ADDITIONAL HARDWARE WILL BE REQUIRED TO ADD BREAKERS. TWO AND THREE POLE BREAKERS SHALL HAVE INTERNAL COMMON TRIPS AND FACTORY EXTERNAL HANDLE. ALL ADJUSTABLE TRIP CIRCUIT BREAKERS REQUIRE A COORDINATION STUDY TO DETERMINE AND DOCUMENT TRIP SETTINGS. ALL CIRCUIT BREAKER SHALL BE PROVIDED WITH AIC BRACING EQUAL TO OR GREATER THAN THAT OF THE PANELBOARD RATING. SERIES RATED BREAKERS NOT ALLOWED. C. PANELBOARD ENCLOSURES: PROVIDE SHEET STEEL ENCLOSURES, NEMA TYPE AS SCHEDULED, MINIMUM 16-GAUGE NOMINAL THICKNESS. PANELBOARDS 600 AMPS AND BELOW PROVIDE FRONTS WITH HINGED DOOR IN DOOR TYPE, INTERIOR HINGED TRIM AND FLUSH LOCK AND KEY. ALL PANELBOARD ENCLOSURES SHALL BE KEYED ALIKE AND SHALL MATCH THE OWNER'S STANDARD KEY SYSTEM IF APPLICABLE, COORDINATE WITH OWNER. ENCLOSURE SHALL BE RECESSED OR SURFACE MOUNTED AS SCHEDULED. ENCLOSURES SHALL BE FABRICATED BY THE SAME MANUFACTURER AS PANELBOARDS INTERIORS. MULTI-SECTION PANELBOARDS SHALL HAVE SAME PHYSICAL DIMENSIONS AND BE PROVIDED WITH FEED-THRU TYPE LUGS IN SECTION 1. PROVIDE WITH INTERIOR CIRCUIT DIRECTORY FRAME. PROVIDE THREE 1 INCH CONDUITS TO ACCESSIBLE CEILING SPACE FOR ALL RECESSED PANELS. D. DIRECTORY: PROVIDE A TYPED CIRCUIT DIRECTORY CARD AND CLEAR PLASTIC COVERING UPON COMPLETION OF WORK. DIRECTORY CARD SHALL BE OF SUPER HEAVY-WEIGHT INDEX CARD STOCK, 110 LB, WHITE. DIRECTORY SHALL INCLUDE TYPE OF LOAD (IE: RECEPTACLES, LIGHTING, EF-1, ETC.) AND LOCATION (IE: ROOM 102, OFFICE, ETC.) ROOM NUMBER SHALL BE IDENTIFIED AS THE ACTUAL ROOM NUMBER ASSIGNED TO THE SPACE AND NOT THE ROOM NUMBER IDENTIFIED ON THE PLANS. CIRCUITS WITH SHUNT TRIP SHALL BE IDENTIFIED WITH THE CONTROL CIRCUIT OPERATING THE SHUNT TRIP (IE: KITCHEN HOOD NO. 2). SHUNT TRIP BREAKERS WITH COMMON TRIP CIRCUIT SHALL BE GROUPED TOGETHER IN THE PANELBOARD (IE: CIRCUITS 1, 3, & 5). DISTRIBUTION PANELS - PROVIDE ENGRAVED LABELS WITH TYPICAL BRANCH CIRCUIT INFORMATION PER EACH CIRCUIT. E. CLEARANCE: ALL PANELBOARDS SHALL BE INSTALLED WITH MINIMUM REQUIRED FORWARD AND HORIZONTAL WORKING CLEARANCES PER NEC. THERE SHALL BE NO EQUIPMENT OTHER THAN CONDUIT, CONDUCTORS AND OTHER APPURTENANCES RELATING TO THE PANELBOARD INSTALLATION LOCATED WITHIN THE FOOTPRINT OF THE PANELBOARD EXTENDING UPWARDS TO THE STRUCTURE. ELECTRICAL BOXES & FITTINGS A. INTERIOR OUTLET BOXES: PROVIDE GALVANIZED STEEL WIRING BOXES, OF THE TYPE, SHAPE, AND SIZE, INCLUDING DEPTH OF BOX, TO SUIT RESPECTIVE LOCATIONS AND INSTALLATION. BOXES SHALL HAVE STAMPED KNOCKOUTS IN BACK AND SIDES. PROVIDE APPROPRIATE PLASTER RINGS AND COVERS AS REQUIRED. PROVIDE GANG BOXES WHERE DEVICES ARE SHOWN GROUPED. B. EXTERIOR OUTLET BOX: PROVIDE OUTLET BOX FLUSH WITH EXTERIOR WALL AND WITH CAST ALUMINUM WEATHERPROOF COVER. PROVIDE "IN USE" TYPE COVERS WHERE NOTED. SURFACE MOUNT BOXES SHALL BE NEMA 3R CAST ALUMINUM TYPE WITH THREADED CONDUIT HUBS. C. FLOOR BOXES: GENERAL USE FLOOR BOXES CAN BE OF PLASTIC CONSTRUCTION, UNLESS NOTED OTHERWISE, WITH METAL TRIMS, FLANGES AND COVERS AS REQUIRED. COORDINATE TRIM FINISHES WITH ARCHITECT. SPECIAL USE BOXES SHALL BE SPECIFIED AS NOTED ON DRAWINGS. SUBMIT ALL BOXES AND ACCESSORIES FOR APPROVAL. D. INGROUND PULL/SPLICE BOXES: BOXES SHALL BE CONSTRUCTED OF COMPOSITE POLYMER CONCRETE REINFORCED WITH FIBERGLASS. PROVIDE OPEN BOTTOM BOX COMPLETE WITH COVER AND APPROPRIATE LOGO. UNLESS NOTED OTHERWISE, MINIMUM BOX DIMENSIONS, COVER TYPE AND USE SHALL BE SPECIFIED AS NOTED ON DRAWINGS. ALL BOXES ASSOCIATED WITH UTILITY SERVICES SHALL BE PROVIDED AND INSTALLED PER PROVIDER ENTITY STANDARDS. SUBMIT ALL BOXES AND ACCESSORIES FOR APPROVAL. INSTALLATION OF BOXES AND FITTINGS A. INSTALL ELECTRICAL BOXES AND FITTINGS AS SHOWN AND AS REQUIRED IN COMPLIANCE WITH NEC AND MANUFACTURER'S RECOMMENDATIONS. B. JUNCTION/PULL BOXES: BOXES SHALL BE SECURED TO ROOF STRUCTURE. ALL JUNCTION/PULL BOX OPENINGS SHALL BE SIDE OR BOTTOM ACCESSIBLE. C. PROVIDE EACH OUTLET/SPLICE BOX WITH A GROUNDING PIGTAIL. FACTORY MANUFACTURED PIGTAIL SHALL HAVE BOLTED CONNECTION TO BOX. D. UNLESS NOTED OR DIRECTED OTHERWISE AT INSTALLATION, PLACE OUTLET BOXES AS INDICATED ON ARCHITECTURAL ELEVATIONS AND AS REQUIRED BY LOCAL CODES. E. OUTLETS ABOVE COUNTERS: MOUNT LONG AXIS HORIZONTALLY. REFER TO ARCHITECTURAL ELEVATIONS AND COORDINATE TO CLEAR BACKSPLASH AND MILLWORK. F. BOXES FOR ANY CONDUIT SYSTEM SHALL NOT BE SECURED TO SUSPENDED CEILING SYSTEM, HVAC DUCTWORK OR PIPING SYSTEMS. G. PROVIDE JUNCTION AND PULL BOXES FOR FEEDERS AND BRANCH CIRCUITS WHERE SHOWN AND/OR WHERE REQUIRED BY NEC. H. ALIGN ADJACENT WALL MOUNTED OUTLETS, UNLESS NOTED OTHERWISE. I. ALL BOXES SHALL BE ACCESSIBLE AS PER NEC. IF A BOX IS REQUIRED ABOVE INACCESSIBLE CEILING, COORDINATE USE OF AN ACCESS PANEL WITH ARCHITECT. J. OUTLET BOX SUPPORTS: OUTLET BOXES SHALL UTILIZE MOUNTING BRACKETS FOR INSTALLATION IN STUD WALLS AND WHERE FLUSH WITH CEILINGS. PROVIDE BRACKET OF THE TYPE THAT SHALL BE FASTENED ON EACH END. CONDUCTORS A. ALL CONDUCTORS SHALL BE COPPER, UNLESS NOTED OTHERWISE. SOLID OR STRANDED CONDUCTORS ALLOWED. WIRE SHALL HAVE TYPE "THHN" OR "THWN" INSULATION. B. MINIMUM WIRE SIZE, EXCEPT FOR CONTROL WIRING, SHALL BE #12 AWG. C. AN EQUIPMENT GROUNDING CONDUCTOR SHALL BE SUPPLIED IN EVERY BRANCH CIRCUIT. THE GROUND CONDUCTOR SHALL BE COPPER AND SIZED PER NEC 250.122, UNLESS SIZED ON DRAWINGS. D. NO MORE THAN SIX CURRENT CARRYING CONDUCTORS PER EACH RACEWAY. IF APPLICATION REQUIRES MORE THAN SIX, DERATE PER NEC 310.15(B)(3)(a). E. FEEDER CONDUCTORS SHALL RUN THEIR ENTIRE LENGTH WITHOUT SPLICE. COORDINATE FEEDER TERMINATIONS WITH ASSOCIATED EQUIPMENTS LUGS. WIRING DEVICES A. RECEPTACLES: COMMERCIAL SPECIFICATION GRADE RECEPTACLES, NEMA CONFIGURATION AS INDICATED. COORDINATE STYLE OF RECEPTACLE TO BE PROVIDED WITH ARCHITECT. 1. 20A, 125V GROUNDED DUPLEX DECORA, NEMA 5-20R: LEVITON/16352 OR EQUAL. 2. 20A, 125V GROUNDED DUPLEX, NEMA 5-20R: LEVITON/5362 OR EQUAL. 3. SPECIAL RECEPTACLES AS NOTED ON DRAWINGS. B. GROUND FAULT CIRCUIT INTERRUPTER (GFCI): INSTALL A GFCI DEVICE AT EACH LOCATION SHOWN AND ADDITIONALLY PROVIDE A GFCI DEVICE WITHIN 25' OF ALL EQUIPMENT MOUNTED OUTDOORS AND/OR ON ROOFS. PROVIDE WR RATED GFCI RECEPTACLE WITH WEATHERPROOF COVER AT ALL EXTERIOR LOCATIONS. DO NOT USE FEED THROUGH FEATURE FOR GFCI DEVICES. GFCI CIRCUIT BREAKERS ALLOWED ONLY WHERE INDICATED. 1. INTERIOR: 20A, 125V GFCI, NEMA 5-20R, LEVITON/GFWT2 OR EQUAL. 2. EXTERIOR: 20A, 125V GFCI, WEATHER RESISTANT, NEMA 5-20R LEVITON/GFWT2 OR EQUAL. C. WALL SWITCHES: COMMERCIAL SPECIFICATION GRADE 20 AMP TOGGLE SWITCHES WITH MOUNTING YOKE INSULATED FROM MECHANISM, PLASTER EARS AND SIDE OR REAR WIRED SCREW TERMINALS. 1. SINGLE POLE, 120/277V: LEVITON/54521 OR EQUAL. 2. DOUBLE POLE, 120/277V: LEVITON/54522 OR EQUAL 3. THREE WAY, 120/277V: LEVITON/54523 OR EQUAL. 4. FOUR WAY, 120/277V: LEVITON/54524 OR EQUAL. D. INSTALL SWITCHES ON THE STRIKE SIDE OF DOORS A HUNG. ORIENTATE SWITCHES SUCH THAT THE UP POSITION CLOSES THE CIRCUIT. WHERE MORE THAN ONE SWITCH IS IN THE SAME LOCATION, INSTALL ALL IN A MULTI-GANG BOX WITH A SINGLE COVER PLATE. E. DEVICE COVER PLATES: 1. INTERIOR - HIGH IMPACT NYLON. 2. BLOCK OR MASONRY WALLS (INTERIOR) - SATIN FINISH TYPE 302 STAINLESS STEEL, JUMBO, UNLESS NOTED OTHERWISE 3. SURFACE MOUNT (INTERIOR) - COVER SHALL BE 4" SQUARE RAISED TYPE TO MATCH DEVICE. F. FINISHES SELECTED BY ARCHITECT OR OWNER. DEVICE AND ASSOCIATED COVER FINISHES SHALL MATCH, UNLESS NOTED OTHERWISE. G. PROVIDE A COVERPLATE OR BLANK COVER FOR EVERY OUTLET (INCLUDING TELE/COMM). H. MOUNTING HEIGHTS OF ALL WIRING DEVICES SHALL COMPLY WITH CURRENT ACCESSIBILITY STANDARDS AND LOCAL CODES AS APPLICABLE. OTHERWISE MOUNT AS NOTED ON DRAWINGS. I. REFER TO ARCHITECTURAL DRAWING, ELEVATIONS, ETC. FOR COORDINATION OF WIRING DEVICE LOCATIONS. COORDINATE WITH OTHER SPECIALTY ITEMS, EQUIPMENT AND MILLWORK TO AVOID CONFLICTS. COORDINATE WITH ALL TRADES TO AVOID CONFLICTS PRIOR TO ROUGH-IN. J. PROVIDE PIGTAIL TO EACH DEVICE (PHASE, NEUTRAL AND GROUND). CONDUCTORS SHALL BE INSTALLED USING SIDE OR REAR ENTRY LUGS. DO NOT WRAP STRANDED CONDUCTORS AROUND SCREW TERMINALS. EQUIPMENT GROUND SHALL BOND TO ROUGH-IN BOX VIA GREEN THREADED SCREW. K. OCCUPANCY SENSORS: FURNISH THE TYPE AND QUANTITY AS REQUIRED TO MEET THE CONTROLS INTENT AS INDICATED ON DRAWINGS. THE CONTRACTOR SHALL ADJUST OCCUPANCY SENSOR FINAL LOCATIONS AS REQUIRED TO CONFORM TO THE FURNISHED OCCUPANCY SENSOR COVERAGE PATTERNS. L. DIMMERS: PROVIDE DIMMERS OF THE TYPE, SIZE AND VOLTAGE REQUIRED FOR PROPER OPERATION OF ASSOCIATED FIXTURE(S) BEING CONTROLLED. DISCONNECT SWITCHES A. GENERAL: PROVIDE HEAVY DUTY TYPE DISCONNECT SWITCHES OF THE TYPE, MOUNTING AND SIZE INDICATED. SWITCHES SHALL BE RATED FOR THE VOLTAGE OF THE ASSOCIATED CIRCUIT BEING SERVED. SWITCHES USED AS MOTOR DISCONNECTS SHALL BE HORSEPOWER RATED FOR THE MOTOR SERVED. PROVIDE SOLID NEUTRAL CONNECTION VIA INSULATED LUG WHERE APPLICABLE. PROVIDE ENGRAVED TAG DENOTING EQUIPMENT SERVED. B. ENCLOSURES: 1. INTERIOR GENERAL USE - NEMA 1, STEEL, UNLESS NOTED OTHERWISE. 2. INTERIOR WET LOCATION (KITCHEN, FOOD PREPARATION, HOSE DOWN AND CORROSIVE AREA, ETC.) - NEMA 4X, STAINLESS STEEL. 3. EXTERIOR GENERAL USE - NEMA 3R, STEEL, UNLESS NOTED OTHERWISE. C. SUPPORTS: PROVIDE ALL SWITCHES WITH GALVANIZED STEEL RACK WHERE MOUNTING ON WALL OR OTHER RIGID SURFACE IS IMPRACTICAL. SWITCHES SHALL NOT BE SUPPORTED BY CONDUIT ALONE. SWITCHES ARE NOT ALLOWED TO MOUNT ON EQUIPMENT. DO NOT UTILIZE DRIVE PIN THROUGH ENCLOSURE OR PLASTIC ANCHORS. SWITCHES SHALL ADHERE TO CODE REQUIRED WORKING SPACE AND SHALL BE READILY ACCESSIBLE. LIGHTING FIXTURES AND LAMPS A. WORK INCLUDED: PROVIDE LIGHTING FIXTURE WORK AS SHOWN, SCHEDULED AND SPECIFIED. B. QUALITY ASSURANCE: 1. PROVIDE LED FIXTURES THAT COMPLY WITH THE DESIGN LIGHTS CONSORTIUM (DLC)STANDARDS AND ARE DLC LISTED. FIXTURES SHALL HAVE MINIMUM 5-YEAR REPLACEMENT WARRANTY FOR LED DRIVER AND LIGHT ENGINE. 2. PROVIDE FLUORESCENT FIXTURES WITH BALLASTS THAT COMPLY WITH CERTIFIED BALLAST MANUFACTURERS ASSOCIATED (CBM) STANDARDS AND CARRY THE CBM MARK ON THE LABEL. 3. PROVIDE HID FIXTURES WITH BALLASTS DESIGNED AND MANUFACTURED IN ACCORDANCE WITH ANSI STANDARDS. 4. FIXTURES SHALL CONFORM TO APPLICABLE U.L. STANDARDS AND BE U.L. OR ETL LISTED. 5. EMERGENCY FIXTURES SHALL CONFORM TO THE REQUIREMENTS OF NFPA 101, NFPA 70 (NEC) AND SHALL BE UL924 CODE COMPLIANT. 6. ALL ASPECTS OF LIGHTING SHALL ADHERE TO ENERGY CODE COMPLIANCE. C. FIXTURE TYPES: 1. EMERGENCY/EGRESS FIXTURE (EXIT SIGNS & EMERGENCY LIGHTING UNITS) - PROVIDE FIXTURES WITH BATTERY DESIGNED TO ILLUMINATE A MINIMUM OF 90 MINUTES UPON LOSS OF POWER. FIXTURES SHALL HAVE SELF DIAGNOSTICS FEATURE. EXIT FIXTURE DIRECTIONAL ARROWS ORIENTATION SHALL COORDINATE WITH ARCHITECTURAL EGRESS PLAN. PROVIDE AN UN-SWITCHED HOT CONDUCTOR, FROM LOCAL LIGHTING CIRCUIT, TO ALL BATTERY POWERED EGRESS FIXTURES. 2. LAY-IN TROFFER FIXTURES - PROVIDE LOUVERS, LENSES, REFLECTORS AS SCHEDULED. ACRYLIC PANEL STYLE LENSES SHALL BE .125 INCH THICK MINIMUM, PROVIDE TWO TIE WIRES AT OPPOSITE CORNERS OF EACH FIXTURE TO STRUCTURE. 3. RECESSED DOWNLIGHT FIXTURES- PROVIDE FIXTURES WITH HOUSING AND TRIM RING COMPATIBLE WITH CEILING PER ARCHITECTURAL FINISH SCHEDULE. COORDINATE TRIM FINISH WITH ARCHITECT. WHERE INSTALLED IN GRID CEILING, PROVIDE TWO TIE WIRES AT APPOSITE CORNERS OF EACH FIXTURE TO STRUCTURE. 4. EXTERIOR FIXTURES - HOUSINGS SHALL BE ALUMINUM OR STAINLESS STEEL. FIXTURES SHALL BE U.L. LISTED FOR WET LOCATION. FINAL AIMING OF ADJUSTABLE FLOOD FIXTURES SHALL BE DONE AT NIGHT AND APPROVED BY THE ARCHITECT AND OWNER. FIXTURE PEDESTAL/FOUNDATION IS THE RESPONSIBILITY OF THE CONTRACTOR D. INSTALLATION: 1. STANDARDS - COMPLY WITH NEMA STANDARDS, NECA STANDARDS OF INSTALLATION AND APPLICABLE REQUIREMENTS OF NEC. 2. COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLAN AND ELEVATIONS. 3. INSTALL FIXTURES SUCH THAT ILLUMINATION IS NOT OBSTRUCTED. COORDINATE DISCREPANCIES WITH ENGINEER PRIOR TO INSTALLATION. 4. INSTALL ALL FIXTURES IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTION. 5. IN NO INSTANCE SHALL FIXTURES BE SUPPORTED BY SUSPENDED CEILING GRID OR ASSOCIATED SUPPORTS 6. PENDANTS SHALL BE SUPPORTED TO BUILDING STRUCTURE. DO NOT SUPPORT VIA CONDUIT SYSTEM. 7. PROVIDE 6 FEET LONG FIXTURE WHIPS (MC CABLE) ABOVE ACCESSIBLE CEILINGS WHERE APPLICABLE. "DAISY CHAIN" METHOD IS PROHIBITED. AT INACCESSIBLE SPACE, USE JUNCTION BOX FURNISHED WITH LIGHT FIXTURE LISTED FOR THROUGH WIRING VIA USE OF CONDUIT. TRANSFORMERS A. GENERAL: ALL INDOOR TRANSFORMERS SHALL BE DRY-TYPE MULTIPLE-WINDING TRANSFORMERS RATED AS SHOWN AND SHALL HAVE MANUFACTURER'S STANDARD IMPEDANCE. WINDINGS SHALL BE CONSTRUCTED OF STEEL. PROVIDE ENGRAVED TAG DENOTING TRANSFORMER NAME. B. TEMPERATURE RATINGS: MAXIMUM WINDING TEMPERATURE OF 150 DEGREE C. RISE WITH INSULATION CLASSIFICATION OF 220 DEGREE C. C. LOAD RATING: TRANSFORMERS SHALL BE CAPABLE OF OPERATING AT 100% OF NAMEPLATE RATING CONTINUOUSLY WHILE IN AN AMBIENT TEMPERATURE NOT EXCEEDING 40 DEGREE C. D. TRANSFORMERS SHALL BE FLOOR MOUNTED ON CONCRETE HOUSEKEEPING PADS UNLESS NOTED OTHERWISE. CONCRETE PADS SHALL BE 6 INCHES THICK MINIMUM INDOORS AND 8 INCHES THICK OUTDOORS. CHAMFER STRIPS AT EDGES AND CORNER OF FORMS. PAD SHALL EXTEND 3 INCHES MINIMUM BEYOND THE PERIMETER OF EQUIPMENT. CONCRETE PAD SHALL BE FORMED WITH 6 INCH x 6 INCH #8 WIRE REINFORCEMENT MESH. E. TRANSFORMERS SHALL BE INSTALLED SUCH THAT THERE IS A MINIMUM 6 INCH CLEARANCE ON ALL FOUR SIDES OF THE TRANSFORMER. The drawings, specifications and other documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project and, unless otherwise provided, the architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including reproducible copies, of the Architect's drawings, specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect’s drawings, specifications or other documents shall not be used by the Owner or others on other projects, for additions to this project or for completion of this project by others, unless the Architect is adjudged to be in default under this agreement, except by agreement in writing and with appropriate compensation to the Architect. Project Number: Date: Project Architect: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES 11/12/2025 3:51:32 PM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/Westin St John_CAPEX Projects_MEP_R24.rvt NOVEMBER 14, 2025 JMH ELECTRICAL SPECIFICATIONS E4.00 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT FIRE ALARM SPECIFICATIONS: FIRE ALARM AND SMOKE DETECTION SYSTEM 1. THE CONTRACTOR SHALL MODIFY AND AUGMENT THE EXISTING MAIN FIRE ALARM CONTROL PANEL. PROVIDE ALL REQUIRED HARDWARE AND EQUIPMENT INCLUDING, BUT NOT LIMITED TO, ALL CONTROL EQUIPMENT, POWER SUPPLIES, POWER CIRCUITS, SIGNAL INITIATING AND TO PROVIDE A COMPLETE AND OPERABLE SYSTEM. 2. FIRE ALARM AND SMOKE DETECTION DEVICES INDICATED ARE FOR REFERENCE AND COORDINATION PURPOSES ONLY. THE INSTALLING CONTRACTOR SHALL DESIGN AND PROVIDE A COMPLETE SYSTEM, MEETING THE REQUIREMENT OF SPECIFICATION SECTION 16727. THE CONTRACTOR SHALL PROVIDE ALL FIRE ALARM AND INITIATION DEVICES REQUIRED FOR A COMPLETE SYSTEM ACCEPTABLE TO ALL GOVERNING AUTHORITIES. 3. THE SYSTEM SHALL OPERATE AS A NON-CODED, CONTINUOUS RINGING SYSTEM WHICH WILL SOUND ALARM DEVICES UNTIL MANUALLY SILENCED, AS HEREIN SPECIFIED. 4. THE SYSTEM SHALL BE WIRED AS A CLASS B SUPERVISED SYSTEM FOR ALL CIRCUITS. THE SYSTEM SHALL COMPLY WITH THE APPLICABLE CODES AND STANDARDS AS FOLLOWS: 1. NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS: NFPA 70 NATIONAL ELECTRIC CODE, NFPA 72 NATIONAL FIRE ALARM CODE, NFPA 90A AIR CONDITIONING SYSTEMS, & NFPA 101 LIFE SAFETY CODE 2. LOCAL & STATE BUILDING CODES 3. REQUIREMENTS OF AMERICAN DISABILITIES ACT (PUBLIC LAW 101-336) 4. STATE FIRE MARSHALL CONTRACTOR QUALIFICATIONS 1. THE INSTALLING CONTRACTOR SHALL BE THE AUTHORIZED REPRESENTATIVE OF THE FIRE ALARM MANUFACTURER TO SELL, INSTALL, AND SERVICE THE PROPOSED MANUFACTURER'S EQUIPMENT. THE INSTALLING CONTRACTOR SHALL HAVE REPRESENTED THE FIRE ALARM MANUFACTURER'S PRODUCT FOR AT LEAST FIVE YEARS. 2. THE INSTALLING CONTRACTOR SHALL BE LICENSED BY THE STATE FIRE MARSHALL TO DESIGN, SELL, INSTALL, AND SERVICE FIRE ALARM SYSTEMS. 3. THE INSTALLING CONTRACTOR SHALL PROVIDE 24 HOUR, 365 DAYS PER YEAR EMERGENCY SERVICE WITH FACTORY TRAINED, STATE LICENSED SERVICE TECHNICIANS. THE INSTALLING CONTRACTOR AND/OR EQUIPMENT SUPPLIER SHALL PROVIDE COMPLETE AND DETAILED SHOP DRAWINGS AND INCLUDE: 1. CONTROL PANEL WIRING AND INTERCONNECTION SCHEMATICS. 2. COMPLETE POINT-TO-POINT WIRING DIAGRAMS. 3. RISER DIAGRAMS. 4. COMPLETE FLOOR PLAN DRAWINGS LOCATING ALL SYSTEM DEVICES. 5. FACTORY DATA SHEETS ON EACH PIECE OF EQUIPMENT PROPOSED. 6. DETAILED SYSTEM OPERATIONAL DESCRIPTION. ANY SPECIFICATION DIFFERENCES AND DEVIATIONS SHALL BE CLEARLY NOTED AND MARKED. 7. COMPLETE SYSTEM BILL OF MATERIAL. IT SHALL BE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO COORDINATE ALL REQUIREMENTS SURROUNDING INSTALLATION OF THE FIRE ALARM SYSTEM WITH ALL OTHER TRADES. FIRE ALARM CONTROL PANEL: THE EXISTING CONTROL PANEL SHALL REMAIN AND BE RE-USED. SURGE PROTECTION SHALL BE PROVIDED AND INTEGRAL TO CONTROL PANELS. CENTRAL PROCESSING UNIT MODULE (CPU): THE EXISTING CPU SHALL REMAIN AND BE RE-USED. POWER SUPPLY: AUGMENT THE EXISTING BATTERIES AS REQUIRED TO ACCOMMODATE THE NEW PROJECT DEVICES. DIGITAL FIRE ALARM COMMUNICATOR: THE EXISTING FIRE CONTROL COMMUNICATOR SHALL REMAIN AND BE RE-USED. FIELD DEVICES 1. PHOTOELECTRIC SMOKE DETECTOR A. THE DETECTORS SHALL USE THE PHOTOELECTRIC PRINCIPAL TO MEASURE SMOKE DENSITY AND SHALL, ON COMMAND FROM THE CONTROL PANEL, SEND DATA TO THE PANEL REPRESENTING THE ANALOG LEVEL OF SMOKE DENSITY. B. THE DETECTORS SHALL PROVIDE ADDRESS-SETTING MEANS ON THE DETECTOR HEAD OR AUTOMATIC SETTING AT THE PANEL. C. THE DETECTORS SHALL PROVIDE OPERATIONAL STATUS AND ALARM STATE LED. UNDER NORMAL CONDITIONS, THE LED SHALL FLASH, INDICATING THE DETECTOR IS OPERATIONAL AND IN REGULAR COMMUNICATION WITH THE CONTROL PANEL. AN OUTPUT CONNECTION SHALL ALSO BE PROVIDED IN THE BASE FOR CONNECTING AN EXTERNAL REMOTE ALARM LED. D. THE DETECTOR SHALL BE SEMI-FLUSH CEILING MOUNTED AND BE PROVIDED WITH MODULAR DETECTOR HEAD WITH TWIST-LOCK BASE. DETECTORS SHALL BE UL LISTED WITH RESPECTIVE CONTROL PANEL. 2. AUXILIARY AHU RELAYS: AIR PRODUCTS MODEL MR-101C RELAYS SHALL BE PROVIDED FOR HVAC AND AHU CONTROL AND INTERFACE. RELAYS SHALL BE HEAVY DUTY TYPE AND RATED UP TO 10 AMPS AT 24 VDC, 60 HZ. RELAYS SHALL BE PROVIDED WITH NEMA I DUST COVER ASSEMBLY AND BE PROVIDED WITH DPDT CONTACTS AS WELL AS ACTIVATED LED INDICATOR. 3. ADDRESSABLE MANUAL STATIONS A. MANUAL STATIONS SHALL BE PROVIDED AS REQUIRED. THE MANUAL STATION SHALL PROVIDE ADDRESS-SETTING MEANS. B. MANUAL STATIONS SHALL BE DESIGNED FOR SEMI-FLUSH (SURFACE) MOUNTING ON STANDARD ELECTRICAL BOX. THE STATION SHALL BE CONSTRUCTED OF HI-IMPACT RED MOLDED LEXAN WITH INSTRUCTIONS FOR STATION OPERATION IN RAISED WHITE LETTERS. STATIONS SHALL BE OF THE DUAL ACTION TYPE. 4. AUTOMATIC HEAT DETECTORS: AUTOMATIC HEAT DETECTORS SHALL BE COMBINATION RATE-OF-RISE AND FIXED-TEMPERATURE-RATED AT 135°F FOR AREAS WHERE AMBIENT TEMPERATURES DO NOT EXCEED 100°F AND 200°F FOR AREAS WHERE AMBIENT TEMPERATURES EXCEED 100°F BUT NOT 150°F. THE FIXED TEMPERATURE ELEMENT SHALL CONSIST OF A FUSIBLE ALLOY RETAINER AND ACTUATOR SHAFT. DETECTORS SHALL HAVE A SMOOTH CEILING RATING OF 2,500 SQUARE FEET. DETECTORS SHALL BE LOCATED AS SHOWN ON THE DRAWINGS AND/OR WHERE REQUIRED BY CODE OFFICIALS. 5. CONTROL MODULE A. CONTROL/RELAY MODULES SHALL BE PROVIDED WHERE REQUIRED TO PROVIDE AUDIBLE ALARM INTERFACE AND/OR RELAY CONTROL INTERFACE. THE CONTROL AUDIBLE ALARM INTERFACE AND/OR RELAY CONTROL INTERFACE. THE CONTROL MODULE SHALL BE USED TO CONNECT A SUPERVISED ZONE OF CONVENTIONAL INDICATING DEVICES TO AN INTELLIGENT LOOP. THE ZONE MAY BE WIRED CLASS A OR CLASS B - FIELD SELECTED. THE CONTROL MODULE MAY BE OPTIONALLY WIRED AS DRY CONTACT (FORM C) RELAY. B. THE CONTROL MODULE SHALL PROVIDE ADDRESS-SETTING MEANS. A STATUS/ALARM LED SHALL BE PROVIDED WHICH SHALL INDICATE THAT THE CONTROL MODULE IS OPERATIONAL AND IN REGULAR COMMUNICATION WITH THE CONTROL PANEL AND INDICATE WHEN THE DEVICE IS ACTUATED VIA THE FIRE ALARM CONTROL PANEL. 6. REMOTE LCD ALPHA-NUMERIC ENUNCIATORS A. PROVIDE IN THE ADMINISTRATIVE AREA OF THE CENTRAL OFFICE IN CONSTANTLY ATTENDED AREA AND OR WHERE INDICATED ON THE DRAWINGS, REMOTE ALPHA-NUMERIC ANNUNCIATOR(S) TO ANNUNCIATE ALL SYSTEM EVENTS AND DUPLICATE THE DISPLAYED STATUS AT THE MAIN FACP. THE ANNUNCIATOR(S) SHALL BE A BACKLIT 16 CHARACTER DISPLAY. THE DISPLAYS SHALL AUTOMATICALLY ILLUMINATE UPON RECEIPT OF AN ALARM OR TROUBLE CONDITION. THE UNIT SHALL OPERATE FROM FACP 24VDC POWER AND FUNCTION DURING SYSTEM POWER FAILURE WHILE THE SYSTEM RESIDES ON STANDBY BATTERIES. FAILURE WHILE THE SYSTEM RESIDES ON STANDBY BATTERIES. 7. ELECTRONIC ALARM SIGNAL: ELECTROMECHANICAL DEVICES SHALL NOT BE ACCEPTABLE. EACH UNIT SHALL PROVIDE A CODE 3 TEMPORAL TONE. THE HORN SHALL PROVIDE A MINIMUM OUTPUT OF 90DB AT 10'. 8. VISUAL SIGNALS: STROBE LIGHTS SHALL BE OF THE ELECTRONIC FLASHING XENON STROBE TYPE AND OPERATE ON 24 VDC. THE STROBE LIGHT SHALL BE CAPABLE OF PRODUCING 75 CANDELA ON AXIS TO COMPLY WITH ADA AND UL 1638 REQUIREMENTS, AND 15, 30, OR 110 CANDELA TO COMPLY WITH UL 1971 REQUIREMENTS. ADA STROBE LIGHTS SHALL BE WALL MOUNTED 80" AFF. ALL VISUAL SIGNALING DEVICES SHALL BE INSTALLED PER NFPA 72 1993. VISUAL SIGNALS IN COMMON AREAS OF ILLUMINATION SHALL HAVE SYNCHRONIZED FLASH. 9. COMBINATION ALARM SIGNAL AND HIGH INTENSITY VISUAL SIGNALS: STROBE LIGHTS SHALL BE OF THE ELECTRONIC FLASHING XENON STROBE TYPE AND OPERATE ON 24 VDC. THE STROBE LIGHT SHALL BE CAPABLE OF PRODUCING 75 CANDELA ON AXIS TO COMPLY WITH ADA REQUIREMENTS, AND 15, 30 OR 110 CANDELA TO COMPLY WITH UL 1971 REQUIREMENTS. ADA STROBE LIGHTS SHALL BE WALL MOUNTED 80" AFF. ALL VISUAL SIGNALING DEVICES SHALL BE INSTALLED PER NFPA 72. VISUAL SIGNALS IN COMMON AREAS OF ILLUMINATION SHALL HAVE SYNCHRONIZED FLASH. EACH UNIT SHALL PROVIDE A CODE 3 TEMPORAL TONE. THE HORN SHALL PROVIDE A MINIMUM OUTPUT OF 90DB AT 10', AND INTENSITY SIZED ACCORDINGLY FOR THE AREA OF COVERAGE. WARRANTY: THE FIRE ALARM SYSTEM, INCLUDING LABOR AND MATERIAL, SHALL BE FREE FROM DEFECTS IN WORKMANSHIP AND MATERIALS, UNDER NORMAL USE AND SERVICE, FOR PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. ANY EQUIPMENT OR WORKMANSHIP SHOWN TO BE DEFECTIVE SHALL BE REPAIRED, REPLACED OR ADJUSTED DURING NORMAL WORKING HOURS AT NO COST TO THE OWNER WITHIN 4-HOUR NOTIFICATION. SYSTEM SEQUENCE OF OPERATION 1. ALARM DETECTION - WHEN A FIRE ALARM CONDITION IS DETECTED BY ANY OF THE SYSTEM ALARM INITIATING DEVICES, THE FOLLOWING FUNCTIONS SHALL OCCUR: A. THE SYSTEM COMMON ALARM LED ON THE CPU MODULE SHALL FLASH. THE INTERNAL AUDIBLE TROUBLE DEVICE SHALL SOUND. ACKNOWLEDGING THE ALARM CONDITION SHALL SILENCE THE AUDIBLE TROUBLE DEVICE AND REVERT THE FLASHING COMMON ALARM LED TO A STEADY STATE. B. A DISPLAY SHALL INDICATE ALL APPLICABLE INFORMATION ASSOCIATED WITH THE ALARM CONDITION INCLUDING: ZONE, DEVICE TYPE, DEVICE LOCATION, AND TIME PROGRAMMED TO RESPECTIVE PREMISES. C. ANY REMOTE OR LOCAL ANNUNCIATOR LED'S ASSOCIATED WITH THE ALARM POINT SHALL BE ILLUMINATED AS HEREIN SPECIFIED. D. THE REMOTE SIGNALING CONNECTION SHALL BE ACTIVATED RELAYING THE ALARM SIGNAL TO AN APPROVE CENTRAL STATION ( CENTRAL STATION CONNECTION AND SERVICE PROVIDED BY OWNER). E. ALL AUTOMATIC EVENTS PROGRAMMED TO THE ALARM POINT SHALL BE EXECUTED AND THE ASSOCIATED INDICATING DEVICES AND/OR OUTPUTS ACTIVATED. F. ACTIVATE ALL AUDIBLE/VISUAL ALARM DEVICES. G. DE-ACTIVATE HVAC SYSTEMS. H. INDICATED THE ZONE IN ALARM. 2. ALARM VERIFICATION SHALL BE FIELD PROGRAMMED FOR EACH RESPECTIVE DETECTOR. GLOBAL VERIFICATION WILL NOT BE ACCEPTABLE. THE VERIFICATION SEQUENCE IS ACTIVATED AFTER A "CHECK" PROCEDURE AND THE PANEL WILL WAIT A FIELD PROGRAMMABLE DELAY PERIOD (0-50 SECONDS) THEN PROCEED TO RESAMPLE THE DETECTOR FOR CONTINUED PRESENCE OF SMOKE. IF THE ALARM CONDITION STILL EXISTS OR A NON-VERIFIED DEVICE IS ACTUATED DURING THE VERIFICATION PERIOD, THE SYSTEM WILL THEN INITIATE ALL ALARM SEQUENCES SPECIFIED HEREIN. THE SYSTEM SHALL INCORPORATE THE ABILITY TO LOG IN MEMORY THE NUMBER OF VERIFICATION EVENTS THAT HAVE OCCURRED FOR EACH SELECTED DEVICE. SYSTEM TROUBLE DETECTION 1. WHEN A TROUBLE CONDITION IS DETECTED BY THE CPU, ONE OF THE SYSTEM SLC, INITIATING, OR INDICATING CIRCUITS AND/OR DEVICES, THE FOLLOWING FUNCTIONS SHALL IMMEDIATELY OCCUR: A. THE SYSTEM TROUBLE LED ON THE CPU MODULE SHALL FLASH AND THE INTERNAL AUDIBLE TROUBLE DEVICE SHALL SOUND. ACKNOWLEDGMENT OF THE TROUBLE CONDITION SHALL SILENCE THE AUDIBLE TROUBLE DEVICE AND CAUSE ALL TROUBLE LED'S TO ILLUMINATE STEADY. B. THE ALPHANUMERIC ANNUNCIATOR SHALL DISPLAY ALL APPLICABLE INFORMATION VIA THE ALPHANUMERIC DISPLAY ASSOCIATED WITH THE RESPECTIVE TROUBLE CONDITION AND ITS LOCATION. C. DISPLAY SHALL INDICATE TYPE OF DEVICE, ARCHITECTURAL ROOM LOCATION, AND RELATED EQUIPMENT IF APPLICABLE (IE: DUCT SMOKE DETECTOR/E107/AHU-5). D. THE SYSTEM COMMON TROUBLE INDICATOR ON ASSOCIATED REMOTE ANNUNCIATORS SHALL BE ILLUMINATED AS HEREIN SPECIFIED. E. ALL DESIGNATED "NON-SILENCEABLE" AUXILIARY CONTROL FUNCTIONS SHALL REMAIN IN OPERATION (EVEN UPON SILENCING OF AUDIBLE ALARMS) UNTIL SUCH TIME AS THE CONTROL PANEL IS CLEARED AND RESET MANUALLY (I.E. FAN CONTROL OUTPUTS, CENTRAL STATION INTERFACE, ETC.). 2. THE ANNUNCIATOR(S) SHALL DUPLICATE THE CONTROL PANEL ALARM STATUS INDICATORS FOR SELECTED SYSTEM ZONES/POINTS AND IN ADDITION, ANNUNCIATE ANY SYSTEM TROUBLE CONDITIONS AS HEREIN SPECIFIED. 3. ZONING - THE SYSTEM SHALL EMPLOY SMOKE DETECTORS AND ADDRESSABLE INTERFACE DEVICES CAPABLE OF BEING RECOGNIZED AND ANNUNCIATED AT THE MAIN CONTROL PANEL ON AN INDIVIDUAL BASIS. ALL ZONING/DEVICE LOCATION INFORMATION SHALL BE TOTALLY FIELD PROGRAMMABLE TO EXACT JOB REQUIREMENTS AS APPROVED BY THE ARCHITECT/ENGINEER. INSTALLATION 1. WIRING: A. ALL WIRING SHALL BE IN ACCORDANCE WITH THE NFPA 72, THE NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ARTICLE 760 OF NFPA STANDARD 70. ALL WIRING SIZES SHALL CONFORM TO RECOMMENDATIONS OF THE EQUIPMENT MANUFACTURER, AND AS INDICATED ON THE ENGINEERED SHOP DRAWINGS. B. ALL WIRE SHALL BE UL LISTED FPL FOR LIMITED ENERGY (300V) AND FIRE ALARM APPLICATIONS AND SHALL BE INSTALLED IN CONDUIT. LIMITED ENERGY FPLP OR MPP WIRE MAY BE RUN OPEN IN RETURN AIR CEILING PLENUMS PROVIDED SUCH WIRE IS UL LISTED FOR SUCH APPLICATIONS AND IS OF THE LOW SMOKE PRODUCING FLUOROCARBON TYPE AND COMPLIES WITH THE NEC ARTICLE 760 IF SO APPROVED BY THE LOCAL AUTHORITY HAVING JURISDICTION. C. NO A/C WIRING OR ANY OTHER WIRING SHALL BE RUN IN THE SAME CONDUIT AS FIRE ALARM WIRING. D. ALL FIRE ALARM WIRING IS TO BE RED. 2. CONDUIT/RACEWAY A. ALL WIRE SHALL BE INSTALLED IN AN APPROVED CONDUIT/RACEWAY SYSTEM (EXCEPT WHERE PERMITTED BY NEC AN THE LOCAL AUTHORITY HAVING JURISDICTION). MAXIMUM CONDUIT "FILL" SHALL NOT EXCEED 40. B. CONDUIT AND RACEWAY SYSTEM SHALL BE INSTALLED AS SPECIFIED UNDER THE GENERAL ELECTRICAL SECTION OF THE SPECIFICATIONS, AND PER NEC. C. MINIMUM CONDUIT SIZE SHALL BE 1/2" EMT. INSTALL CONDUIT PER ENGINEERED SHOP DRAWINGS. D. SYSTEMS UTILIZING OPEN WIRING TECHNIQUES WITH LOW SMOKE PLENUM CABLE SHALL PROVIDE CONDUIT IN ALL INACCESSIBLE LOCATIONS, INSIDE CONCEALED WALLS, ALL MECHANICAL/ELECTRICAL ROOMS, OR OTHER AREA WHERE WIRING MIGHT BE EXPOSED TO VIEW AND OR SUBJECT TO DAMAGE. E. ALL VERTICAL WIRING AND ALL MAIN TRUNK/RISER WIRING SHALL BE INSTALLED IN A COMPLETED RACEWAY/CONDUIT SYSTEM. ALL RISER BOXES SHALL BE ADEQUATELY WELL AS THE NUMBER OF TERMINATIONS REQUIRED. F. ALL JUNCTION BOXES ARE TO BE PAINTED RED CONTAINING FIRE ALARM WIRING. G. ALL PLENUM WIRING IS TO BE INSTALLED PARALLEL AND PERPENDICULAR TO THE BUILDING STRUCTURE. INSTALL WIRING TIGHT UP AGAINST STRUCTURE FOR PROTECTION. CABLE SHALL BE BUNDLED ON A MAXIMUM OF 2'-6" AND SECURED TO THE STRUCTURE AT A MAXIMUM OF 5' ON A CENTER. BUNDLING AND SUPPORT SHALL BE WITH PLENUM RATED CABLE TIES. TEST AND REPORTS 1. A STATE LICENSED AND FACTORY TRAINED TECHNICAL REPRESENTATIVE OF THE MANUFACTURER SHALL SUPERVISE THE FINAL CONTROL PANEL CONNECTIONS AND TESTING OF THE SYSTEM. UPON COMPLETION OF THE ACCEPTANCE TESTS, THE OWNER AND/OR HIS REPRESENTATIVES S HALL BE INSTRUCTED IN THE PROPER OPERATION OF THE SYSTEM. 2. THE INSTALLING CONTRACTOR SHALL FUNCTIONALLY TEST EACH AND EVERY DEVICE IN THE ENTIRE SYSTEM FOR PROPER OPERATION AND RESPONSE. IN ADDITION, EACH CIRCUIT IN THE SYSTEM SHALL BE FULLY TESTED FOR WRITING SUPERVISION. ANY ITEMS FOUND NOT PROPERLY INSTALLED OR NON-FUNCTIONING SHALL BE REPLACED OR REPAIRED AND RETESTED. 3. THE INSTALLING CONTRACTOR SHALL PROVIDE A COMPLETE WRITTEN REPORT ON THE FUNCTIONAL TEST OF THE ENTIRE SYSTEM. A COPY OF THE TEST REPORT SHALL BE PROVIDED WITH MAINTENANCE MANUALS. THE TEST REPORT SHALL BE SIGNED AND DATED BY THE LICENSED FIRE ALARM SUPERINTENDENT RESPONSIBLE FOR SUPERVISING THE FINAL SYSTEM TEST AND CHECKOUT. 4. THE INSTALLING CONTRACTOR'S FIRE ALARM SUPERINTENDENT SHALL TEST THE ENTIRE SYSTEM IN THE PRESENCE OF THE LOCAL AUTHORITIES HAVING JURISDICTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ANY CHANGES, ADJUSTMENTS, OR CORRECTIONS AS MAY BE REQUIRED BY THE LOCAL AUTHORITIES. THE CONTRACTOR SHALL AFFIX HIS CERTIFICATION LABEL TO THE MAIN FIRE ALARM CONTROL PANEL AS OUTLINED IN FML009. GRAPHIC FLOOR PLANS 1. PROVIDE ONE COPY OF A 1/32" SCALE COLOR CODED FLOOR PLAN DETAILED WITH ROOM NAMES AND ROOM NUMBERS AND ADEQUATE INFORMATION TO DIRECT PEOPLE TO THE FIRE ALARM DEVICES IN ALARM AND TO EXITS. 2. THE FLOOR PLAN SHALL BE SOLVENT WELDED IN ACRYLIC PLASTIC. MOUNT IN AN EXTRUDED ALUMINUM FRAME NEXT TO THE MAIN FIRE ALARM CONTROL PANEL. ADDITIONAL REQUIREMENTS: 1. PROVIDE ALL ACCESSORIES REQUIRED FOR OFF-SITE MONITORING. COORDINATE WITH OWNER FOR APPROPRIATE OFF-SITE MONITORING SERVICE. 2. COORDINATE DOOR-HOLD DEVICES WITH DOOR AND DOOR HARDWARE. The drawings, specifications and other documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project and, unless otherwise provided, the architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including reproducible copies, of the Architect's drawings, specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect’s drawings, specifications or other documents shall not be used by the Owner or others on other projects, for additions to this project or for completion of this project by others, unless the Architect is adjudged to be in default under this agreement, except by agreement in writing and with appropriate compensation to the Architect. Project Number: Date: Project Architect: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES 11/12/2025 3:51:32 PM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/Westin St John_CAPEX Projects_MEP_R24.rvt NOVEMBER 14, 2025 JMH FIRE ALARM SPECIFICATIONS E5.00 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT U U U 6" FIRE WATER SERVICE. EXACT ROUTING OF PIPING TO BE COORDINATED WITH PLUMBING UNDERGOUND PIPING AND CIVIL. FOR ADDITIONAL INFORMATION ABOUT UNDERGROUND INSTALLATION REFER TO CIVIL DRAWINGS AND PLUMBING SITE PLAN. THE UNDERGROUND PIPING IS PART OF THE FIRE PROTECTION CONTRACTOR SCOPE TO BE INSTALLED BY THE CIVIL CONTRACTOR. 6" SPRINKLER RISER INSIDE RO BUILDING EXACT LOCATION OF CONNECTION OF NEW 6" MAIN TO EXISTING TO BE VERIFIED IN FIELD. PROVIDE A SUPERVISED CONTROL VALVE AT CONNECTION TO EXISTING BUILK MAIN. The drawings, specifications and other documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project and, unless otherwise provided, the architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including reproducible copies, of the Architect's drawings, specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect’s drawings, specifications or other documents shall not be used by the Owner or others on other projects, for additions to this project or for completion of this project by others, unless the Architect is adjudged to be in default under this agreement, except by agreement in writing and with appropriate compensation to the Architect. Project Number: Date: Project Architect: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES 11/12/2025 7:23:39 PM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/Westin St John_CAPEX Projects_MEP_R24.rvt NOVEMBER 14, 2025 JMH FIRE PROTECTION SITE PLAN - SWRO PLANT & CISTERN FP1.00 N Scale: 1" = 20'-0" 1 FIRE PROTECTION - PROPOSED PLAN - NEW SWRO PLANT 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT STORAGE 1004 MCC 1001 CISTERN A 1005 CISTERN B 1006 TLT 1002 PROVIDE A REMOTE INSPECTOR'S TEST CONNECTION/AUX DRAIN 4" SPRINKLER CROSSMAIN AT LOWER PITCH OF ROOF. BRANCHLINES SHALL PITCH WITH SLOPE OF ROOF. PROVIDE SPRINKLER GUARDS ON SPRINKLERS IN STORAGE ROOM. PROVIDE SPRINKLER GUARDS ON SPRINKLERS IN STORAGE ROOM. 6 INCH SPRINKLER RISER COMPLETE WITH SUPERVISED CONTROL VALVE, WATERFLOW SWITCH, DRAIN, HYDRAULIC PLACARD, AND PRESSURE GAUGES. FIRE DEPARTMENT CONNECTION WITH SIGN ABOVE. PROVIDE AN A/V DEVICE IF REQUIRED BY ST. JOHN FIRE DEPARTMENT. FIRE DEPARTMENT CONNECTION TYPE AND STYLE SHALL BE VERFIED WITH THE ST. JOHN FIRE DEPARTMENT. 4" CROSSMAIN 4" CROSSMAIN 4" CROSSMAIN 2" BRANCHLINE 2" BRANCHLINE 2" BRANCHLINE 2" BRANCHLINE 2" BRANCHLINE 2" BRANCHLINE 2" BRANCHLINE 2" BRANCHLINE 2" BRANCHLINE INSPECTOR'S TEST AND DRAIN LINE FROM REMOTE END OF SPRINKLER BRANCHLINE 6" UNDERGROUND FIRE WATER. REFER TO FIRE PROTECTION SITE PLAN The drawings, specifications and other documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project and, unless otherwise provided, the architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including reproducible copies, of the Architect's drawings, specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect’s drawings, specifications or other documents shall not be used by the Owner or others on other projects, for additions to this project or for completion of this project by others, unless the Architect is adjudged to be in default under this agreement, except by agreement in writing and with appropriate compensation to the Architect. Project Number: Date: Project Architect: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES 11/12/2025 7:23:42 PM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/Westin St John_CAPEX Projects_MEP_R24.rvt NOVEMBER 14, 2025 JMH FIRE PROTECTION FLOOR PLANS - SWRO PLANT & CISTERN FP1.01 N Scale: 3/16" = 1'-0" 1 FIRE PROTECTION - ENLARGED PLAN - NEW SWRO PLANT & CISTERN 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT NOTES: 1. EXISTING CROSSMAIN TO REMAIN. BACK OF HOUSE AREA OF RENOVATION IS IT'S OWN SPRINKLER SYSTEM WITH A DEDICATED SUPERVISED CONTROL VALVE AND WATERFLOW SWITCH THAT REPORTS TO THE MAIN FIRE ALARM PANEL. 2. REMOVE EXISTING BRANCHLINES BACK TO CROSSMAIN. PROVIDE NEW BRANCHLINES COORDINATED WITH NEW HVAC DUCTWORK TO SUPPLY NEW SPRINKLERS. 3. ALL EXTERIOR CORRIDOR SIDEWALL SPRINKLERS SHALL BE REPLACED WITH NEW TEFLON QUICK RESPONSE TYPE SIDEWALLS. ALL EXTERIOR BATHROOMS AND ANY ROOMS THAT OPEN TO THE EXTERIOR SHALL BE PROVIDED WITH CORROSION RESISTANT QUICK RESPONSE TYPE SPRINKLERS. AUTOMATIC SPRINKLER SCHEDULE SYMBOL MANUFACTURE MODEL NO. TYPE TEMP. FINISH SPRK. FINISH CANOPY REMARKS VIKING MICROFAST (OR EQUAL) UPRIGHT OR PENDENT 175° BRASS UL/FM APPROVED QUICK-RESPONSE CORRO-PROOF * NOTE: PROVIDE TEFLON COATED SPRINKLERS FOR ALL SPRINKLERS THROUGHOUT RO BUILDING INCLUDING STORAGE, MCC, TOILET ROOMS SIN UPRIGHT - VK 300 PENDENT - VK 302 1" OUTLET 1" X 1/2" R.C. SECURE DROP IN TWO PLACES OUTSIDE WALL CHROME ESCUTCHEON (BOTH SIDES) SMOOTH BORE CORROSION RESISITANT OUTLET GIVING FLOW EQUIVALENT TO ONE SPRINKLER. REMOTE BRANCHLINE GRADE INSPECTOR'S TEST VALVE/DRAIN. VALVE TO BE BASED ON AN AGF TEST AND DRAIN MODEL 1011A (OR EQUAL). 5'-0" MAX. 19. GENERAL DESIGN 17. THE SPRINKLER GUARDS SHALL BE PROVIDED FOR ALL SPRINKLERS WITHIN 7'-0" ABOVE FINISHED FLOOR AND/OR IN AREAS SUBJECT TO MECHANICAL DAMAGE. THE SPRINKLER CONTRACTOR SHALL PROVIDE SPRINKLER PROTECTION UNDER ALL MECHANICAL DUCTWORK AND/OR OBSTRUCTIONS IN EXPOSED STRUCTURE AREAS, IN ACCORDANCE WITH NFPA #13 REQUIREMENTS. 16. 15. MAINTAIN THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIAL OR RUBBISH COVERED BY THIS WORK. AT THE COMPLETION OF THE WORK, REMOVE ALL SURPLUS MATERIALS, TOOLS, ETC. AND LEAVE THE PREMISES CLEAN. 14. DELIVER MATERIAL TO THE JOB SITE, UNLOAD AND STORE IT IN A LOCATION AS DETERMINED BY THE OWNER'S REPRESENTATIVE. SUBMIT ENGINEERED SHOP DRAWINGS TO THE USVI ST. JOHN FIRE PREVENTION, MVW FIRE LIFE SAFTEY AND THE OWNER'S INSURANCE CARRIER (ZURICH)FOR APPROVAL PRIOR TO FABRICATION AND THE START OF WORK. 13. 12. SUBMIT ENGINEERED SHOP DRAWINGS TO THE ARCHITECT (INCLUDING CATALOG CUTS AND HYDRAULIC CALCULATIONS) FOR APPROVAL PRIOR TO FABRICATION AND THE START OF WORK. 10. THE OWNER SHALL PROVIDE A MINIMUM 40 DEGREES F TEMPERATURE THROUGHOUT ALL AREAS OF THE BUILDING WHERE WET PIPE SPRINKLER SYSTEMS ARE PROVIDED. PROVIDE WET SYSTEM LOW POINT DRAINS AND AUXILIARY DRAINS AS NECESSARY. 9. 8. THE SPRINKLER CONTRACTOR SHALL SUBMIT SAMPLE SPRINKLERS TO THE ARCHITECT FOR APPROVAL BEFORE INSTALLATION. THE SPRINKLER CONTRACTOR SHALL PAY FOR ALL PERMITS AND FEES RELATED TO THE SPRINKLER WORK. 7. 6. SYSTEMS SHALL BE TESTED HYDROSTATICALLY AT NOT LESS THAN 200 POUNDS PER SQUARE INCH PRESSURE FOR TWO HOURS, OR AT 50 POUNDS PER SQUARE INCH IN EXCESS OF THE MAXIMUM STATIC PRESSURE WHEN THE MAXIMUM STATIC PRESSURE IS IN EXCESS OF 150 POUNDS. THE SPRINKLER SYSTEM SHALL BE DESIGNED AND INSTALLED PER NFPA #13, AND IFC CODE, WITH ST. JOHN AMENDMENTS. THE SPRINKLER DESIGN AS SHOWN IS A REPRESENTATIVE DESIGN ONLY. THE SPRINKLER CONTRACTOR SHALL BASE HIS DESIGN ON THE LATEST ARCHITECTURAL AND MECHANICAL DRAWINGS AND ACTUAL FIELD CONDITIONS BEFORE ANY FABRICATION OR INSTALLATION OF THE PROPOSED SPRINKLER WORK. FINAL SPRINKLER COUNT IS BY THE CONTRACTOR. 4. 3. THE SPRINKLER CONTRACTOR SHALL VISIT THE SITE TO DETERMINE ACTUAL FIELD CONDITIONS AND EXTENT OF WORK. THE SPRINKLER CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES. 2. 1. THE SPRINKLER DESIGN DRAWINGS ARE FOR BIDDING PURPOSES ONLY. THE SPRINKLER CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL. THE SPRINKLER CONTRACTOR SHALL PROVIDE HANGERS PER NFPA #13. MAXIMUM SYSTEM PRESSURE EXCEEDS 100 PSI. HANGER ASSEMBLIES SUPPORTING THE PIPE SUPPLYING AN END SPRINKLER IN A PENDENT POSITION SHALL BE RESTRAINED TO PREVENT UPWARD MOVEMENT OF THE PIPING AND BE LOCATED NO GREATER THAT 12" FROM THE SPRINKLER. 11. 18. THE SPRINKLER CONTRACTOR SHALL PROVIDE SIX (6) SPARE SPRINKLERS COMPLETE WITH WRENCH AND CABINET. TURN OVER TO BUILDING ENGINEER ON COMPLETION OF JOB. THE SPRINKLER SYSTEM SHALL BE HYDRAULICALLY DESIGNED. CONTRACTOR SHALL SUBMIT CALCULATIONS WITH SHOP DRAWINGS. CALCULATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA #13. A. B. THE FIRE PROTECTION SYSTEM SHALL BE HYDRAULICALLY CALCULATED AS FOLLOWS: MCC, TOILET ROOM, ETC: NFPA #13, LIGHT HAZARD. 1) PLANT AREA, STORAGE AREAS: NFPA #13, ORDINARY HAZARD, GROUP 2. 2) ADD APPROPRIATE HOSE ALLOWANCE. C. D. PROVIDE A MINIMUM SAFETY FACTOR CUSHION OF 5 PSI OR 10% OF DESIGN PRESSURE, WHICHEVER IS GREATER, TO HYDRAULIC CALCULATIONS. THE SPRINKLER CONTRACTOR SHALL OBTAIN THE LATEST FIRE PUMP TEST AT THE SITE TO VERIFY THE AVAILABLE WATER SUPPLY. E. 5. LEAK DAMAGE THE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE DURING THE INSTALLATION AND TESTING PERIODS OF THE SPRINKLER SYSTEM FOR ANY LOSS OR DAMAGE TO THE WORK OF OTHERS, TO THE BUILDING, IT'S CONTENTS, ETC. CAUSED BY LEAKS IN ANY EQUIPMENT. BY UNPLUGGED OR DISCONNECTED PIPES, FITTINGS, ETC. OR BY OVERFLOW, AND SHALL PAY FOR THE NECESSARY REPLACEMENTS OR REPAIRS TO THE WORK OF OTHERS, DAMAGED BY SUCH LEAKAGE. 20. 21. GUARANTEES FURNISH TO THE OWNER AT THE COMPLETION OF THIS WORK, A WRITTEN GUARANTEE (IN TRIPLICATE) STATING THAT ALL EQUIPMENT, MATERIALS, AND WORK PERFORMED ARE IN FULL ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. THE GUARANTEE SHALL ALSO STATE THAT THIS WORK AND ALL SUBSEQUENT CHANGE ORDERS, ARE FULLY GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE, AND ANY EQUIPMENT, MATERIALS, OR WORKMANSHIP WHICH MAY PROVE DEFECTIVE WITHIN THAT TIME MAY BE REPLACED AT NO COST TO THE OWNER. 23. FIRE STOPPING INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURERS PUBLISHED DIRECTIONS AND PER FIRE TESTED DESIGNS THAT HAVE BEEN ACCEPTED BY THE APPROPRIATE CODE AUTHORITY HAVING JURISDICTION. PHASING PHASING SHALL BE COORDINATED BETWEEN THE SPRINKLER CONTRACTOR AND GENERAL CONTRACTOR. SPRINKLER INSTALLATION SHALL BE PHASED IN A MANNER WHICH WILL ALLOW FULL OCCUPANCY OF THE EXISTING FACILITY WHILE THE INSTALLATION IS IN PROGRESS. 24. 25. CUTTING, PATCHING, REMOVAL, AND REPLACEMENT. FOR REPLACEMENT OF WORK REMOVED, MATCH EXISTING IN NATURE, CONSTRUCTION AND FINISH. 26. ALTERNATES/SUBSTITUTIONS CONTRACTOR SHALL STATE IN THEIR PROPOSAL ANY CONTRACTOR PROPOSED SUBSTITUTION OF MATERIALS OR METHODS OF INSTALLATION FROM THAT SPECIFIED. THESE ALTERNATES SHALL BE LISTED ON THE PROPOSAL AS CONTRACTOR ALTERNATES. 27. PROVIDE CONTRACTORS MATERIAL AND TEST CERTIFICATES FOR ALL SYSTEMS INSTALLED. FIRE PROTECTION NOTES AND SPECIFICATIONS MATERIALS ALL BASE BUILDING STANDARDS AND SPECIFICATIONS WHICH ARE PART OF THE BASE BUILDING CONTRACT DOCUMENTS APPLY TO ALL WORK INDICATED ON THESE DOCUMENTS, INCLUDING THE FOLLOWING MINIMUM REQUIREMENTS. A. ALL PIPE SHALL BE SCH. 40 GALVANIZED. B. ALL PIPE SHALL BE UL LISTED AND FM APPROVED. C. ALL VALVES, FITTINGS, ETC. SHALL BE OF THE APPROVED AND LISTED TYPE. 22. 27. PROVIDE CONTRACTORS MATERIAL AND TEST CERTIFICATES FOR ALL SYSTEMS INSTALLED. WATERFLOW SWITCH (WIRED BY E.C.) HYDRAULIC PLACARD PRESSURE GAUGE SUPERVISED CONTROL VALVE CHECK VALVE 6" ALARM BELL (WIRED BY E.C.) SPARE SPRINKLER CABINET 2" MAIN DRAIN (PIPED OUTSIDE) 6 INCH U.G. INCOMING WATER SERVICE BY CIVIL TO SPRINKLER SYSTEM 28. PROVIDE AN AIR VENT AS REQUIRED PER NFPA 13. TYPICAL SPRIG INSPECTOR'S TEST CONNECTION/DRAIN SPRINKLER RISER DETAIL The drawings, specifications and other documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project and, unless otherwise provided, the architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including reproducible copies, of the Architect's drawings, specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect’s drawings, specifications or other documents shall not be used by the Owner or others on other projects, for additions to this project or for completion of this project by others, unless the Architect is adjudged to be in default under this agreement, except by agreement in writing and with appropriate compensation to the Architect. Project Number: Date: Project Architect: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES 11/12/2025 7:23:42 PM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/Westin St John_CAPEX Projects_MEP_R24.rvt NOVEMBER 14, 2025 JMH FIRE PROTECTION DETAILS SPECIFICATIONS & SCHEDULES FP2.01 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT 19. GENERAL DESIGN 17. THE SPRINKLER GUARDS SHALL BE PROVIDED FOR ALL SPRINKLERS WITHIN 7'-0" ABOVE FINISHED FLOOR AND/OR IN AREAS SUBJECT TO MECHANICAL DAMAGE. THE SPRINKLER CONTRACTOR SHALL PROVIDE SPRINKLER PROTECTION UNDER ALL MECHANICAL DUCTWORK AND/OR OBSTRUCTIONS IN EXPOSED STRUCTURE AREAS, IN ACCORDANCE WITH NFPA #13 REQUIREMENTS. 16. 15. MAINTAIN THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIAL OR RUBBISH COVERED BY THIS WORK. AT THE COMPLETION OF THE WORK, REMOVE ALL SURPLUS MATERIALS, TOOLS, ETC. AND LEAVE THE PREMISES CLEAN. 14. DELIVER MATERIAL TO THE JOB SITE, UNLOAD AND STORE IT IN A LOCATION AS DETERMINED BY THE OWNER'S REPRESENTATIVE. SUBMIT FOUR (4) SETS OF ENGINEERED SHOP DRAWINGS TO THE ST JOHN FIRE PREVENTION BUREAU, MVW, AND ZURICH INSURANCE FOR APPROVAL PRIOR TO FABRICATION AND THE START OF WORK. 13. 12. SUBMIT FOUR (4) SETS OF ENGINEERED SHOP DRAWINGS TO THE ARCHITECT (INCLUDING CATALOG CUTS AND HYDRAULIC CALCULATIONS) FOR APPROVAL PRIOR TO FABRICATION AND THE START OF WORK. 10. THE OWNER SHALL PROVIDE A MINIMUM 40 DEGREES F TEMPERATURE THROUGHOUT ALL AREAS OF THE BUILDING WHERE WET PIPE SPRINKLER SYSTEMS ARE PROVIDED. PROVIDE WET SYSTEM LOW POINT DRAINS AND AUXILIARY DRAINS AS NECESSARY. 9. 8. THE SPRINKLER CONTRACTOR SHALL SUBMIT SAMPLE SPRINKLERS TO THE ARCHITECT FOR APPROVAL BEFORE INSTALLATION. THE SPRINKLER CONTRACTOR SHALL PAY FOR ALL PERMITS AND FEES RELATED TO THE SPRINKLER WORK. 7. 6. SYSTEMS SHALL BE TESTED HYDROSTATICALLY AT NOT LESS THAN 200 POUNDS PER SQUARE INCH PRESSURE FOR TWO HOURS, OR AT 50 POUNDS PER SQUARE INCH IN EXCESS OF THE MAXIMUM STATIC PRESSURE WHEN THE MAXIMUM STATIC PRESSURE IS IN EXCESS OF 150 POUNDS. THE SPRINKLER SYSTEM SHALL BE DESIGNED AND INSTALLED PER NFPA #13, USVI FIRE CODE AND MVW FLS STANDARDS THE SPRINKLER DESIGN AS SHOWN IS A REPRESENTATIVE DESIGN ONLY. THE SPRINKLER CONTRACTOR SHALL BASE HIS DESIGN ON THE LATEST ARCHITECTURAL AND MECHANICAL DRAWINGS AND ACTUAL FIELD CONDITIONS BEFORE ANY FABRICATION OR INSTALLATION OF THE PROPOSED SPRINKLER WORK. FINAL SPRINKLER COUNT IS BY THE CONTRACTOR. 4. 3. THE SPRINKLER CONTRACTOR SHALL VISIT THE SITE TO DETERMINE ACTUAL FIELD CONDITIONS AND EXTENT OF WORK. THE SPRINKLER CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES. 2. 1. THE SPRINKLER DESIGN DRAWINGS ARE FOR BIDDING PURPOSES ONLY. THE SPRINKLER CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL. THE SPRINKLER CONTRACTOR SHALL PROVIDE HANGERS PER NFPA #13. MAXIMUM SYSTEM PRESSURE EXCEEDS 100 PSI. HANGER ASSEMBLIES SUPPORTING THE PIPE SUPPLYING AN END SPRINKLER IN A PENDENT POSITION SHALL BE RESTRAINED TO PREVENT UPWARD MOVEMENT OF THE PIPING AND BE LOCATED NO GREATER THAT 12" FROM THE SPRINKLER. 11. 18. THE SPRINKLER CONTRACTOR SHALL PROVIDE SIX (6) SPARE SPRINKLERS COMPLETE WITH WRENCH AND CABINET. TURN OVER TO BUILDING ENGINEER ON COMPLETION OF JOB. THE SPRINKLER SYSTEM SHALL BE HYDRAULICALLY DESIGNED. CONTRACTOR SHALL SUBMIT CALCULATIONS WITH SHOP DRAWINGS. CALCULATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA #13. A. B. THE FIRE PROTECTION SYSTEM SHALL BE HYDRAULICALLY CALCULATED AS FOLLOWS: OFFICE AREAS, CORRIDORS, ETC: NFPA #13, LIGHT HAZARD. 1) 2) MECHANICAL ROOMS: NFPA #13, ORDINARY HAZARD, GROUP 1. SMALL STORAGE AREAS, WITH STORAGE LESS THAN 12' HIGH: NFPA #13, ORDINARY HAZARD, GROUP 2. 3) ADD APPROPRIATE HOSE ALLOWANCE. C. D. PROVIDE A MINIMUM SAFETY FACTOR CUSHION OF 10 PSI OR 10% OF DESIGN PRESSURE, WHICHEVER IS GREATER, TO HYDRAULIC CALCULATIONS. THE SPRINKLER CONTRACTOR SHALL OBTAIN THE LATEST FIRE PUMP TEST AT THE SITE TO VERIFY THE AVAILABLE WATER SUPPLY. E. THE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY WORK REQUIRED FOR EXTENDING DROPS, RELOCATING SPRINKLERS AND/OR PROVIDING NEW SPRINKLERS AND PIPING AS REQUIRED TO ACCOMMODATE NEW CEILING ELEVATIONS, LIGHTING AND DIFFUSER LOCATIONS AND ALL CEILING HIGH PARTITIONS, DROPPED CEILINGS, BAFFLES AND LIGHTING CORNICES WHICH FORM AN OBSTRUCTION TO SPRINKLER DISCHARGE PATTERN. 20. 21. THE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY WORK REQUIRED FOR EXTENDING DROPS, RELOCATING PIPING AND/OR PROVIDING NEW PIPING AS REQUIRED DUE TO NEW CONSTRUCTION. THIS SHALL INCLUDE, FOR EXAMPLE, RAISING EXISTING BRANCHLINES AND MAINS DUE TO NEW CEILING HEIGHTS AND/OR NEW DUCT WORK, ETC. DO NOT ASSUME THAT ALL PIPING IS TO REMAIN. 5. LEAK DAMAGE THE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE DURING THE INSTALLATION AND TESTING PERIODS OF THE SPRINKLER SYSTEM FOR ANY LOSS OR DAMAGE TO THE WORK OF OTHERS, TO THE BUILDING, IT'S CONTENTS, ETC. CAUSED BY LEAKS IN ANY EQUIPMENT. BY UNPLUGGED OR DISCONNECTED PIPES, FITTINGS, ETC. OR BY OVERFLOW, AND SHALL PAY FOR THE NECESSARY REPLACEMENTS OR REPAIRS TO THE WORK OF OTHERS, DAMAGED BY SUCH LEAKAGE. 22. 23. GUARANTEES FURNISH TO THE OWNER AT THE COMPLETION OF THIS WORK, A WRITTEN GUARANTEE (IN TRIPLICATE) STATING THAT ALL EQUIPMENT, MATERIALS, AND WORK PERFORMED ARE IN FULL ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. THE GUARANTEE SHALL ALSO STATE THAT THIS WORK AND ALL SUBSEQUENT CHANGE ORDERS, ARE FULLY GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE, AND ANY EQUIPMENT, MATERIALS, OR WORKMANSHIP WHICH MAY PROVE DEFECTIVE WITHIN THAT TIME MAY BE REPLACED AT NO COST TO THE OWNER. 25. FIRE STOPPING INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURERS PUBLISHED DIRECTIONS AND PER FIRE TESTED DESIGNS THAT HAVE BEEN ACCEPTED BY THE APPROPRIATE CODE AUTHORITY HAVING JURISDICTION. PHASING PHASING SHALL BE COORDINATED BETWEEN THE SPRINKLER CONTRACTOR AND GENERAL CONTRACTOR. SPRINKLER INSTALLATION SHALL BE PHASED IN A MANNER WHICH WILL ALLOW FULL OCCUPANCY OF THE EXISTING FACILITY WHILE THE INSTALLATION IS IN PROGRESS. 26. 27. CUTTING, PATCHING, REMOVAL, AND REPLACEMENT. FOR REPLACEMENT OF WORK REMOVED, MATCH EXISTING IN NATURE, CONSTRUCTION AND FINISH. 28. ALTERNATES/SUBSTITUTIONS CONTRACTOR SHALL STATE IN THEIR PROPOSAL ANY CONTRACTOR PROPOSED SUBSTITUTION OF MATERIALS OR METHODS OF INSTALLATION FROM THAT SPECIFIED. THESE ALTERNATES SHALL BE LISTED ON THE PROPOSAL AS CONTRACTOR ALTERNATES. 29. PROVIDE CONTRACTORS MATERIAL AND TEST CERTIFICATES FOR ALL SYSTEMS INSTALLED. FIRE PROTECTION NOTES AND SPECIFICATIONS MATERIALS ALL BASE BUILDING STANDARDS AND SPECIFICATIONS WHICH ARE PART OF THE BASE BUILDING CONTRACT DOCUMENTS APPLY TO ALL WORK INDICATED ON THESE DOCUMENTS, INCLUDING THE FOLLOWING MINIMUM REQUIREMENTS. A. PIPE 2" AND SMALLER SHALL BE SCH. 40 WITH THREADED ENDS. B. PIPE 2-1/2" AND LARGER SHALL BE SCH. 10 WITH ROLLED GROOVED ENDS. C. ALL PIPE SHALL BE UL LISTED AND FM APPROVED. D. ALL VALVES, FITTINGS, ETC. SHALL BE OF THE APPROVED AND LISTED TYPE. 24. The drawings, specifications and other documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project and, unless otherwise provided, the architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including reproducible copies, of the Architect's drawings, specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect’s drawings, specifications or other documents shall not be used by the Owner or others on other projects, for additions to this project or for completion of this project by others, unless the Architect is adjudged to be in default under this agreement, except by agreement in writing and with appropriate compensation to the Architect. Project Number: Date: Project Architect: 5215 Essen Ln, Suite 100 Baton Rouge, LA 70809 225.766.8002 MEP + STRUCTURAL + CIVIL ENGINEER SALAS O'BRIEN Revisions / Submission 3377 North Boulevard Baton Rouge, LA 70806 tel 225.387.4414 3701 Kirby Drive, Suite 830 Houston,TX 77098 tel 832.947.1038 935 Gravier Street New Orleans, LA 70112 tel 504.322.3191 24032.05 2401 NE 18th Terrace B, Gainesville, FL 32609 352.371.6925 SWRO PLANT CIVIL ENGINEER TSG WATER RESOURCES 11/12/2025 7:23:42 PM Autodesk Docs://24032_MVW Westin St John CAPEX Projects_r24/Westin St John_CAPEX Projects_MEP_R24.rvt NOVEMBER 14, 2025 JMH FIRE PROTECTION SPECIFICATIONS FP3.01 300 CHOCOLATE HOLE ST. JOHN, USVI WESTIN ST JOHN RESORT NEW REVERSE OSMOSIS PLANT D A B C 6 5 4 3 2 1 TECHNOLOGIES GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 100%DD CIVIL Sheet Number Sheet Name C-0000 SHEET LIST C-001A WESTIN INTAKE APROXIMATE PIPE LINE LOCATION C-001B WESTIN INTAKE PIPE LINE DEMO C-002 OVERALL LINE LAYOUT C-003 OVERALL LINE PROFILE C-004 LAYOUT PLAN SWRO FACILITY C-004 A TRENCH PLAN LAYOUT SWRO FACILITY C-005 CUT SECTIONS SWRO FACILITY C-006 LAYOUT PLAN INTAKE WATER FACILITY C-007 CUT SECTIONS INTAKE WATER FACILITY C-008 INTAKE WATER PIPE PLAN VIEW - A-A C-009 INTAKE WATER PIPE PLAN VIEW - B-B C-010 INTAKE WATER PIPE PLAN VIEW - C-C C-011 INTAKE WATER PIPE PLAN VIEW - D-D C-012 INTAKE WATER PIPE PROFILE - A-A C-013 INTAKE WATER PIPE PROFILE - B-B C-014 INTAKE WATER PIPE PROFILE - C-C C-015 INTAKE WATER PIPE PROFILE - D-D C-016 INTAKE PIPE SURF AND BLOCK DETAILS WESTIN ST. JOHN, USVI 2 x 150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE CIVIL NOT PROVIDED IN THIS SET NOT PROVIDED IN THIS SET NOT PROVIDED IN THIS SET U S . S D . N V A I L R S G I I N BRADLEY CARVILLE 0-67914-1B D E E N R G E I T N S I E G E E R R 11/14/2025 INTAKE STRUCTURE SAND SCREWS 8" WELDED JOINT AT EXISTING PIPING CONNECTION POINT 12"- RW-HDPE/SDR11 SAND SCREWS 12"- RW-HDPE/SDR11 12"- RW-HDPE/SDR11 SAND SCREWS SAND SCREWS 12"- RW-HDPE/SDR11 12"- RW-HDPE/SDR11 APROXIMATE LOCAITION OF NEW BOOSTER PUMP INLINE VAULT PLAN NOTES: 1. FLANGE CONNECTIONS ARE LOCATED AT THE FOLLOWING APPROXIMATE LOCATIONS, TO BE FIELD VERIFIED: 18°19' 17.61" N, 64° 47' 22.71" W 18° 19' 23.62" N, 64° 47' 17.06" W THE BALANCE OF HDPE PIPING WILL BE FUSION WELDED IN THE FIELD. 2. HDPE WATER INTAKE PIPE SHALL BE 12" HDPE SDR 11 OR EQUIVALENT. 10' TYP 90° ELBOW, CONTRACTOR TO VERIFY AND COORDINATE PIPE DEFLECTION WITH FIELD VERIFIED CONDITIONS STA 3+09 SEE SHEET C-010 APPR. MLW 12" HDPE SDR 11 FLANGE EXACT LOCATION OF PROPOSED INTAKE STRUCTURE IS TO BE FIELD VERIFIED. APPROXIMATE LOCATION IS 18° 19' 17.61"N, 64° 47' 22.71" W 12" HDPE SDR 11 FLANGE DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE CIVIL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED 08.28.2025 SD,SS SD,SS REVISED PER SALAS O'BRIAN'S REVIEW 12.12.2025 WESTIN INTAKE APROXIMATE PIPE LINE LOCATION C-001A 100%DD N N TRUE PROJECT U S . S D . N V A I L R S G I I N BRADLEY CARVILLE 0-67914-1B D E E N R G E I T N S I E G E E R R 11/14/2025 DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE CIVIL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED 08.28.2025 SD,SS SD,SS REVISED PER SALAS O'BRIAN'S REVIEW 12.12.2025 WESTIN INTAKE PIPE LINE DEMO C-001B 100%DD CONTRACTOR SHALL REMOVE AND HAUL EXISTING PIPING AND EXISTING INTAKE SCREEN AND RESTORE SURFACE TO ORIGINAL CONDITIONS EXISTING INTAKE SCREEN EXACT LOCATION OF PROPOSED INTAKE STRUCTURE IS TO BE FIELD VERIFIED. APPROXIMATE LOCATION IS 18° 19' 17.61"N, 64° 7' 22.71" W EXISTING PUMP VAULT ( ABANDON IN PLACE) CONSTRUCTION NOTES: 1. PROPOSED PIPING FROM C-001A WILL FIRST BE BUILT, INCLUDING PROPOSED INTAKE SCREEN. PROPOSED PIPING SHALL BE INSTALLED NEXT TO EXISTING PIPING. 2. PROPOSED FEED PUMPS AND INTAKE FACILITY MUST BE BUILT AND PROPOSED PUMPS SHALL BE PUT INTO OPERATION. 3. AFTER ALL PROPOSED PUMPS ARE IN OPERATION, THE ENTIRE EXISTING PIPING SHALL BE REMOVED. 4. ALL EXISTING SAND SCREW ANCHORS SHALL BE REMOVED AND ALL EXISTING CONCRETE BLOCKS-ANCHOR BLOCKS- AND HOLD DOWN BLOCKS - SHALL BE REMOVED. 5. EXISTING PUMP VAULT SHALL BE ABANDONED IN PLACE. N N TRUE PROJECT U S . S D . N V A I L R S G I I N BRADLEY CARVILLE 0-67914-1B D E E N R G E I T N S I E G E E R R 11/14/2025 PROPOSED WATER INTAKE FACILITY INTAKE WATER SCREEN STATION 0+00 STA 0+63.8 SEE SHEET C-008 STA (APP)1+98 APPR. MHW STA 2+76.6 SEE SHEET C-010 STA 3+09 SEE SHEET C-010 APPR. MLW STA 10+09.9 STA 10+34 SEE SHEET C-011 SHEET C-008 SHEET C-009 SEE SHEET C-011 TREE LINE APP. GUINEA GUT AREA PIPE SUPPORT W SURF BLOCKS ESTIMATED CENTER OF GUT EXISTING UTILITY(UTIL) LINE FIELD COORDINATE WITH INTAKE WATER PIPE (REFER TO 3530 AB-7 SHEET) DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE CIVIL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED 08.28.2025 SD,SS SD,SS REVISED PER SALAS O'BRIAN'S REVIEW 12.12.2025 OVERALL LINE LAYOUT C-002 100%DD 1" = 200'-0" 1 OVERALL N N TRUE PROJECT U S . S D . N V A I L R S G I I N BRADLEY CARVILLE 0-67914-1B D E E N R G E I T N S I E G E E R R 11/14/2025 1% SLOPE APPROX. MEAN LOW WATER INTAKE WATER SCREEN 12" PIPE INTAKE BLOCK (TYP OF 41) TREE LINE APP. MHW LINE APP. MLW LINE KEEP PIPE BELOW GROUND TO BE FIELD VERIFIED, IS INTENT TO FOLLOW EXISTING SURFACE SLOPE UNIFORMLY 1 APPROX. MEAN HIGH WATER INTAKE WATER FACILITY GROUND LEVEL +3.0 12" SURF ZONE BLOCK 3' - 0" 12 " PIPE INTAKE BLOCK UNDER RIVER GUT) PIPE LINE ANCHOR EVERY 10' (TYP) 1% SLOPE APP. -8'-0" BELOW GROUND SURFACE LEVEL APP. -6'-0" BELOW GROUND SURFACE LEVEL 6' - 0" APPR. -3'-0" BELOW RIVER GUT GROUND LEVEL RIVER GUT (GUINEA GUT) LEVEL 0.00 STA 0+93.8 STA 1+55.4 TREE LINE 1 DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE CIVIL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED 08.28.2025 SD,SS SD,SS REVISED PER SALAS O'BRIAN'S REVIEW 12.12.2025 OVERALL LINE PROFILE C-003 100%DD 1/64" = 1'-0" 1 INTAKE LINE PROFILE A-A 1/16" = 1'-0" 2 OVERALL LINE PROFILE B-B GENERAL NOTES: 1. UNDERWATER PIPING TO FOLLOW EXISTING SURFACE SLOPE AND MUST MAINTAIN A SLOPE DOWNWARDS TOWARD INTAKE SCREEN. U S . S D . N V A I L R S G I I N BRADLEY CARVILLE 0-67914-1B D E E N R G E I T N S I E G E E R R 11/14/2025 8 C-007 9 C-007 10 C-007 PRIMING SYSTEM PAD PUMP PAD PUMP PAD PUMP PAD SUMP PIT FINISHED FLOOR ELEVATION -3'-0" FINISHED FLOOR ELEVATION -4'-0" FLOOR SLOPE 1% OCEAN 5" 2' - 0" 11" 2' - 0" 11" 2' - 0" 9" 2' - 0" 1' - 11" 3' - 10" 5' - 2" 3' - 0" 7' - 0" 2' - 0" 1' - 3 1/4" 3' - 0" 5' - 8 3/4" T/ PAD (-2'-0 1/2") T/ PAD (-2'-0 1/2") T/ PAD (-2'-0 1/2") T/ PAD (-2'-8") BUILDING CONSTRUCTION (BY OTHERS) ADD 1/4" PP INSULATION (TYP) GENERAL NOTE: 1. BUILDING CONSTRUCTION BY OTHERS. 2. SUMP CONSTRUCTION BY OTHERS. DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE CIVIL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED 08.28.2025 SD,SS SD,SS REVISED PER SALAS O'BRIAN'S REVIEW 12.12.2025 LAYOUT PLAN INTAKE WATER FACILITY C-006 100%DD 1/2" = 1'-0" 1 LAYOUT PLAN INTAKE WATER FACILITY U S . S D . N V A I L R S G I I N BRADLEY CARVILLE 0-67914-1B D E E N R G E I T N S I E G E E R R 11/14/2025 Level 1 0' - 0" Ground -3' - 0" SUMP PUMP PIT -4'-0" FF ELEVATION 1 - Mech Piping Spool 0' - 0" BUILDING STAIRS, HANDRAILS, GUARDS (BY OTHERS) 1' - 0" 3 13/16" Level 1 0' - 0" Ground -3' - 0" 4" 11 1/2" 2' - 0" 1' - 3 1/4" 3' - 0" PUMP PAD PRIMING SYSTEM PAD 10" ⌀PIPE SLEEVE 1 - Mech Piping Spool 0' - 0" 8' - 1 7/8" 6' - 2 1/4" 1' - 4 11/16" 9 3/4" Level 1 0' - 0" PUMP PAD (TYP OF 3) STAIRS LANDING 3' - 0" 9" 2' - 0" 11" 2' - 0" 11" 2' - 0" 5" 4' - 0 15/16" 2' - 11" 2' - 11" 1' - 5" 1' - 4 11/16" 1' - 0" 8' - 1 7/8" R 1 15/16" R 4 7/8" 9 3/4" DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE CIVIL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED 08.28.2025 SD,SS SD,SS REVISED PER SALAS O'BRIAN'S REVIEW 12.12.2025 CUT SECTIONS INTAKE WATER FACILITY C-007 100%DD 1/4" = 1'-0" 8 Section 8 1/4" = 1'-0" 9 Section 9 1/4" = 1'-0" 10 Section 10 GENERAL NOTE: 1. BUILDING CONSTRUCTION BY OTHERS. 2. SUMP CONSTRUCTION BY OTHERS. 3. STAIRS, HANDRAILS, GUARDS BY OTHERS. 4. PUMP PLINTHS BY OTHERS. U S . S D . N V A I L R S G I I N BRADLEY CARVILLE 0-67914-1B D E E N R G E I T N S I E G E E R R 11/14/2025 1 C-012 TO INTAKE WATER FACILITY SURF ZONE BLOCK (CONSTRUCTION DETAIL C-016) 12" HDPE FLANGE (TYP OF 2) STA 0+18.6 12" HDPE 6' - 7 7/8" STA 0+00 STA 0+02 12"x12" HDPE TEE 2' - 11" STA 0+05 12"x12" HDPE TEE 2' - 11" STA 0+07.9 12"x12" HDPE TEE 2' - 2" STA 0+13.1 5' - 2 15/16" SEE SHEET M-002 FOR CONTINUATION SEE C-009 STA 0+69.3 STA 0+09.3 12"x12" HDPE TEE 1' - 6 7/16" 1' - 4 7/8" STA 0+10.8 12" 90° HDPE ELBOW 1' - 3 5/8" 4' - 2 7/8" STA 0+017.3 12" 45° HDPE ELBOW STA 0+20.0 STA 0+30.0 STA 0+40.0 STA 0+50.0 STA 0+60.0 ESTIMATED CENTER OF GUT (REFER TO SHEET 3530 AB-7 STA 0+35.0 STA(APP) 0+015 ESTIMATED BANK OF GUT STARTING @ STA 0+10.8 THROUGH STA (APPR) 0+70 PLACE SURF ZONE CONCRETE BLOCKS DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE CIVIL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED 08.28.2025 SD,SS SD,SS REVISED PER SALAS O'BRIAN'S REVIEW 12.12.2025 INTAKE WATER PIPE PLAN VIEW - A-A C-008 100%DD 1/4" = 1'-0" 1 INTAKE WATER PIPE PLAN VIEW - A-A GENERAL NOTES: 1.FOR CLARITY, STA(APPR) 0+70 TO STA(APPR) 0+99 HAVE BEEN OMITTED FROM THIS SET. FROM STA(APPR) 0+72 TO STA(APPR) 1+72, CONSTRUCTION TO ADD SAND SCREW EVERY 10 FOOT. N U S . S D . N V A I L R S G I I N BRADLEY CARVILLE 0-67914-1B D E E N R G E I T N S I E G E E R R 11/14/2025 1 C-013 12" HDPE 90° ELBOW STA 1+58.2 HDPE PIPING TO BE DEFLECTED IN FIELD BY APPROXIMATELY 20° HORIZONTALLY 12" FLANGE HDPE (TYP OF 4) STA 0+156 12" HDPE SDR 11 (TYP) SAND ANCHOR SUPPORT (TYP) STA 0+156.5 2 C-009 STA 1+56 FOR CONTINUATION SEE SHEET C- 008 STARTING @ STA 0+74(APPR) THROUGH STA(APPR) 1+74, PLACE SAND SCREWS FOR CONTINUATION SEE C-010 UNKNOWN UTILITY. CONSTRUCTION TO EXCAVATE AROUND UNDEGROUND UTILITY IN A SAFE MANNER AND KEEP UTILITY PIPE IN - TACT. SHORE PIPE PER FIELD VERIFIED CONDITIONS. STA(APPR) 1+04 STA(APPR) 0+97 10'-0" (TYP) SEE DETAIL 3, SHEET C-016 STA(APPR) 1+22 STA 1+63.5 EXISTING BUILDING PARCEL: D9-7090-T002, APPR. 110' EAST OF THE INTAKE PIPE (SEE SHEET C-002) STA(APPR) 1+14 STA(APPR) 1+24 STA(APPR) 1+34 STA(APPR) 1+44 STA(APPR) 1+54 STA 1+59 20.25° PARCEL D9-7090-T002 APP. 10'-0" (NTS) 110.25° 12" HDPE FLANGE (TYP OF 3) SURF ZONE BLOCK (TYP) 10.00° DEFLECTION STA 1+59 170.00° HDPE PIPING TO BE DEFLECTED IN FIELD BY APPROXIMATELY 10° VERTICALLY DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE CIVIL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED 08.28.2025 SD,SS SD,SS REVISED PER SALAS O'BRIAN'S REVIEW 12.12.2025 INTAKE WATER PIPE PLAN VIEW - B-B C-009 100%DD 1/4" = 1'-0" 1 INTAKE WATER PIPE PLAN VIEW - B-B- PLAN VIEW 1/4" = 1'-0" 2 INTAKE WATER ELEVATION VIEW N U S . S D . N V A I L R S G I I N BRADLEY CARVILLE 0-67914-1B D E E N R G E I T N S I E G E E R R 11/14/2025 1 C-014 12" SURF ZONE BLOCK 12" ⌀HDPE 12" ⌀171° HDPE SDR 11 STA 2+96 CONSTRUCTION TO DEFLECT PIPE 10°. SEE SHEET C-014 STA 2+76.6 3' - 8" 3' - 8" 3' - 8" 3' - 3 9/16" 3' - 8" 3' - 8" 3' - 8" 3' - 8" 3' - 8" STA 2+80.2 STA 2+83.8 STA 2+87.4 STA 2+91 STA 2+94.6 STA 2+98.2 STA 3+01.8 STA 3+05.4 STA 3+09 12 ⌀HDPE WATER FLOW ALIGNMENT FROM STA 3+09.0 TO STA 10+09.9 HAS BEEN OMITTED FROM THIS SET OF DRAWINGS FOR CLARITY. FOR CONCEPTUAL DESIGN, SEE DRAWINGS C-002 & C-003. APPR. MLW LINE MHW LINE APPR. 110'-6" AWAY FROM MLW LINE TOWARDS INTAKE WATER FACILITY (STA 1+98) SEE SHEET C-002 DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE CIVIL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED 08.28.2025 SD,SS SD,SS REVISED PER SALAS O'BRIAN'S REVIEW 12.12.2025 INTAKE WATER PIPE PLAN VIEW - C-C C-010 100%DD 1/4" = 1'-0" 1 INTAKE WATER PIPE PLAN VIEW - C-C N U S . S D . N V A I L R S G I I N BRADLEY CARVILLE 0-67914-1B D E E N R G E I T N S I E G E E R R 11/14/2025 1 C-015 SEE SHEET F-002 10' - 0" 10' - 0" 12" HDPE FLANGES (TYP OF 2) 12" HDPE INTAKE BLOCK (TYP) SAND ANCHOR (TYP) SEE SHEET C-016 DETAIL # 3 11' - 2 1/4" 1' - 10" 1' - 0 5/16" 10' - 0" 10' - 0" STA 10+09.9 STA 10+19.9 STA 10+29.9 STA 10+21 STA 10+22.8 STA 10+34 12" ⌀2507 SS PIPE TO BE PERFORATED TO ALLOW 0.5 FT/S RAW WATER VELOCITY INTAKE BLOCK 12" 90° ELBOW HDPE SDR -11 (TYP OF 2) STA 10+34 12" 90° ELBOW HDPE SDR -11 (TYP OF 2) 12" 90° ELBOW HDPE SDR -11 (TYP OF 2) 12" 90° ELBOW HDPE SDR -11 (TYP OF 2) CONCRETE ANCHORS (TYP OF 4) ALIGNMENT FROM STA 2+76.6 TO STA 10+09.9 HAS BEEN OMITTED FROM THIS SET OF DRAWINGS FOR CLARITY. FOR CONCEPTUAL DESIGN, SEE DRAWINGS C-02 & C-03 STARTING FROM STA 3+09 THROUGH STA 10+20, PLACE SAND SCREWS EVERY 10' 1' - 8" STA 10+08.2 12" HDPE FLANGES (TYP OF 4) 3' - 3 7/8" ANCHOR BUOY 12" TEE HDPE SDR 11 9' - 3 5/16" 6' - 7 13/16" DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE CIVIL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED 08.28.2025 SD,SS SD,SS REVISED PER SALAS O'BRIAN'S REVIEW 12.12.2025 INTAKE WATER PIPE PLAN VIEW - D-D C-011 100%DD 1/4" = 1'-0" 1 INTAKE WATER SCREEN PLAN VIEW - D-D N U S . S D . N V A I L R S G I I N BRADLEY CARVILLE 0-67914-1B D E E N R G E I T N S I E G E E R R 11/14/2025 1% SLOPE SAND ANCHOR (TYP) 12" SURF ZONE BLOCK 12" 135.82° HDPE ELBOW STA 0+017.3 12" HDPE FLANGE STA 0+18.6 135.00° 12" 90° HDPE ELBOW STA 0+10.8 12" HDPE TEE STA 0+07.9 TO INTAKE WATER FACILITY WATER FLOW 12" ⌀HDPE MIN 3' - 0" OVER DEPTH APPR. 3'-0" (SEE TOPO MAP) APPR. 0'-0" STA 0+18.6 STA 0+75.0 ESTIMATED BANK OF GUT APPR. -3'-0" APPR. 30' APPR. 30' STA 0+15.0 ESTIMATED BANK OF GUT STA 0+45.0 ESTIMATED CENTER OF GUT 3' OVER DEPTH STA 0+28.6 STA 0+38.6 STA 0+48.6 STA 0+58.6 STA 0+68.6 1 - Mech Piping Spool 0' - 0" DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE CIVIL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED 08.28.2025 SD,SS SD,SS REVISED PER SALAS O'BRIAN'S REVIEW 12.12.2025 INTAKE WATER PIPE PROFILE - A-A C-012 100%DD 1/4" = 1'-0" 1 INTAKE WATER PIPE PROFILE - A-A N U S . S D . N V A I L R S G I I N BRADLEY CARVILLE 0-67914-1B D E E N R G E I T N S I E G E E R R 11/14/2025 1% SLOPE PIPE SAND ANCHOR SEE SHEET C-016 DETAIL # 3 12" HDPE FLANGE (TYP OF 2) 45° HDPE ELBOW STA 0+158.2 STA 1+55.5 STARTING @ STA 0+73 THROUGH STA 1+74, PLACE SAND SCREWS EVERY 10' APPR. 14'-0" APPR. -3'-6" STARTING @ STA 0+99 THROUGH STA 1+55, PLACE SURF ZONE CONCRETE BLOCKS END TO END EXISTING BUILDING PARCEL : D9-7090-T002, APPR. 110' BEHIND INTAKE PIPE APPR. 0'-0" APPR. -3'-0" STA 1+ 03.5 STA 1+ 13.5 STA 1+ 23.5 STA 1+ 33.5 STA 1+ 43.5 STA 1+ 53.5 10'-0" TYP. UNKNOWN UTILITY. CONSTRUCTION TO EXCAVATE AROUND UNDEGROUND UTILITY IN A SAFE MANNER AND KEEP UTILITY PIPE IN TACT INSTALL TEMPORARY SHORING AS REQUIRED BY FIELD VERIFIED CONDITIONS APPR. 3' TO BE FIELD FERIFIED DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE CIVIL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED 08.28.2025 SD,SS SD,SS REVISED PER SALAS O'BRIAN'S REVIEW 12.12.2025 INTAKE WATER PIPE PROFILE - B-B C-013 100%DD 1/4" = 1'-0" 1 INTAKE WATER PIPE PROFILE B-B N GENERAL NOTES: 1. FOR STA 1+57 TO STA 1+00, SEE DRAWING C-009. 2. PIPE ALIGNMENT SHALL BE ADJUSTED TO AVOID PIPE INTERFERENCE AND ALIGNMENT OF PROPOSED PIPE TO MAINTAIN CONSTANT SLOPE TOWARDS INTAKE STRUCTURE. U S . S D . N V A I L R S G I I N BRADLEY CARVILLE 0-67914-1B D E E N R G E I T N S I E G E E R R 11/14/2025 SURF BLOCK (TYP) SEE SHEET C-016 DETAIL # 3 171° HDPE ELBOW APPROX. WATER SURFACE LEVEL APP SEA GROUND LEVEL APPR. MLW LINE (STA 3+09) APPR. MHW LINE (STA 1+98) NOT SHOWN ON THIS SET FOR LARITY APPR.110'-6" FOR CONTINUATION SEE SHEET C-010 STA APPR.2+64 SURF ZONE (STA 2+99) (STA 2+89) (STA 2+79) 12" HDPE SDR 11 FLANGE (STA 3+15.5) (STA 3+15.5) DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE CIVIL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED 08.28.2025 SD,SS SD,SS REVISED PER SALAS O'BRIAN'S REVIEW 12.12.2025 INTAKE WATER PIPE PROFILE - C-C C-014 100%DD 1/4" = 1'-0" 1 INTAKE WATER PIPE PROFILE - C-C N PROJECT U S . S D . N V A I L R S G I I N BRADLEY CARVILLE 0-67914-1B D E E N R G E I T N S I E G E E R R 11/14/2025 1% SLOPE 10' - 0" 10' - 0" 3' - 3 13/16" INTAKE SCREEN SEE SHEET F-002 INTAKE CONCRETE BLOCK SUPPORT (TYP) 12" HDPE FLANGE (TYP OF 2) STA 10+21 SAND ANCHOR SUPPORT (TYP) SEE SHEET C-016 DETAIL # 3 APPROX. WATER SURFACE LEVEL 12"⌀HDPE PIPE TO BE PERFORATED TO ALLOW 0.5 FT/S RAW WATER VELOCITY 3/8" ⌀ ROPE HELICIAL OR MANTA RAY SAND SCREW SYSTEM ANCHOR BUOY RO LINE NO ANCHORING 1-LB WEIGHT STA 10+09.9 STARTING FROM STA 3+09 THROUGH STA 10+20, PLACE SAND SCREWS EVERY 10' 12" 90° ELBOW HDPE SDR 11 12" FLANGE HDPE SDR 11 (TYP OF 2) MIN 3'-0" DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE CIVIL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED 08.28.2025 SD,SS SD,SS REVISED PER SALAS O'BRIAN'S REVIEW 12.12.2025 INTAKE WATER PIPE PROFILE - D-D C-015 100%DD 1/4" = 1'-0" 1 INTAKE WATER PIPE PROFILE - D-D N U S . S D . N V A I L R S G I I N BRADLEY CARVILLE 0-67914-1B D E E N R G E I T N S I E G E E R R 11/14/2025 SIDE 2' - 1" 1' - 1" 0' - 6" 1' - 1" 2' - 1" BACKFILL WITH COMPACTED SAND/ AGGREGATE MATERIAL 12" ⌀HDPE PIPE 12"⌀HDPE 2' - 0" 1/4"x4" 316 SSTL PLATE (TYP OF 2) 1/2" ALL THREADED ROD WITH WASHER AND NUT (TYP OF 4) SIDE 3' - 2" 1' - 1" 2' - 1" 1' - 0 1/2" 1' - 0 1/2" 12" ⌀ HDPE PIPE BACKFILL WITH COMPACTED SAND/ AGGREGATE MATERIAL 44" (NTS) 12" ⌀ HDPE PIPE 316 SSTL PLATE (TYP OF 2) 1/2" ALL THREADED ROD WITH WASHER AND NUT (TYP OF 4) HDPE PIPE 316 SSTL OR GALVANIZED RUBBER COVERED CHAIN AND HARDWARE HELICAL OR MANTA RAY SAND SCREW SYSTEM HELICAL OR MANTA RAY SAND SCREW SYSTEM DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE CIVIL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED 08.28.2025 SD,SS SD,SS REVISED PER SALAS O'BRIAN'S REVIEW 12.12.2025 INTAKE PIPE SURF AND BLOCK DETAILS C-016 100%DD 1 1/2" = 1'-0" 1 INTAKE BLOCK DETAIL CIVIL SET 1 1/2" = 1'-0" 2 SURF ZONE BLOCK CIVIL SET 3/4" = 1'-0" 3 TYPICAL SUBMERGED PIPE LINE ANCHOR DETAIL CIVIL SET FOR FABRICATION DETAILS SEE S - 003 FOR FABRICATION DETAILS SEE S - 003 3/4" = 1'-0" 4 TYPICAL SUBMERGED ANCHOR BUOY DETAIL U S . S D . N V A I L R S G I I N BRADLEY CARVILLE 0-67914-1B D E E N R G E I T N S I E G E E R R 11/14/2025 D A B C 6 5 4 3 2 1 TECHNOLOGIES GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 100% DD PID Sheet Number Sheet Name P-0000 SHEET LIST P-100 RAW WATER SUPPLY P-200 MEDIA FILTRATION P-300 CARTRIDGE FILTER/ CHEMICAL SYSTEM P-400 REVERSE OSMOSIS P-500 POST TREATMENT P-600 CLEANING P-700 STORAGE/DISTRIBUTION P-1000 CONCENTRATE AND DRAIN HEADER SYSTEM PFD-100 PROCESS FLOW DIAGRAM WESTIN ST. JOHN, USVI 2 x 150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE P&ID DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" SEP. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE PROCESS SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 RAW WATER SUPPLY P-100 100% DD HV-101B P-10A INTAKE PUMP CV-106A HV-107A P-10B INTAKE PUMP CV-106B HV-107B P-10C INTAKE PUMP CV-106C HV-107C 8" x 3" 8" x 3" 8" x 3" PT 110 -30" 0-30PSI PI 100 -30" 0-30PSI V-115 HV-101A HV-102A HV-102B BASKET STRAINER E-11A BASKET STRAINER E-11B PI 101 0-100PSI V-100D PT 111 0-100PSI PI 110 24DVC PI 111 H L 80 10 MEDIA FILTRATION P-200 12"-RW HDPE-SDR11 OPEN SEA INTAKE INTAKE SCREEN HV-101C HV-102C BASKET STRAINER E-11C 12" x 6" 12" x 6" 12" x 6" 8"-HDPE-SDR17 NOTES: 1. PRIMING SYSTEM CONNECTION TO BE AT A SYSTEM HIGH POINT PVC HDPE LL L 3" x 2" 3" x 2" 3" x 2" HDPE PVC 12" HDPE PVC HDPE PVC O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 6" x 3" VFD-10C YA 10C YC 10C SI 10C RUN/STOP RUNNING SPEED ETH O O O O O O FAULT O O O O O O O O R/S O O O O VFD-10B YA 10B YC 10B SI 10B RUN/STOP RUNNING SPEED ETH O O O O O O FAULT O O O O O O O O R/S O O O O O P-10A INTAKE PUMP VFD-10A YA 10A YC 10A SI 10A RUN/STOP RUNNING SPEED ETH O O O O O O FAULT O O O O O O O O R/S O O O O O O O O O O O O O O M F CV-144A DISCHARGE ROTARY VANE VACUUM PUMP P-12A E-12 VACUUM RECIEVER V-123A V-136 V-137 V-139 T V-138 V-140 V-141 1 V-143 V-142 SIGHT GAUGE DRAIN VALVE VACUUM GAUGE WATER TRAP M O O O O O O O O AI AI # 6" x 3" 6" x 3" BY OTHERS TSG 9 PV-125A LS 125A DI LS 125A PV-125B PV-125C 1 1 LS 125B DI LS 125B LS 125C DI LS 125C 1" V NYLON 1" V PVC 80 (TYP) 1" V PVC 80 2" V PVC 80 F CV-144B ROTARY VANE VACUUM PUMP P-12B V-123B M 1-1/2" 1-1/2" 1-1/2"X1" 1" LS 126 HIGH WATER DI LAH 126 2" V PVC 80 (TYP) 2" V PVC 80 M HV-201A HV-206A HV-204A HV-205A HV-202A HV-218A 3/4" PVC80 6"-D-PVC80 T-20A 8"x4" 8"x4" 6"x3/4" 4" FR PVC80 4" BWD PVC80 1" D PVC80 DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" SEP. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE PROCESS SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 MEDIA FILTRATION P-200 100% DD RAW WATER SUPPLY P-100 8" MFE PVC80 HV-207A CAV-203A HV-201B HV-206B HV-204B HV-205B HV-202B HV-218B 3/4" PVC80 T-20B 8"x4" 8"x4" 3"x3/4" 3" FR PVC80 3" BWD PVC80 1" D PVC80 HV-207B CAV-203B HV-201C HV-206C HV-204C HV-205C HV-202C HV-218C 3/4" PVC80 T-20C 8"x4" 8"x4" 3"x3/4" 3" FR PVC80 3" BDW PVC80 1" D PVC80 HV-207C CAV-203C HV-201D HV-206D HV-204D HV-205D HV-202D HV-218D 3/4" PVC80 T-20D 8"x4" 8"x4" 3"x3/4" 3" FR PVC80 3" BWD PVC80 1" D PVC80 HV-207D CAV-203D HV-201E HV-206E HV-204E HV-205E HV-202E HV-218E 3/4" PVC80 T-20E 8"x4" 8"x4" 3"x3/4" 3" FR PVC80 3" BWD PVC80 1" D PVC80 HV-207E CAV-203E HV-201F HV-206F HV-204F HV-205F HV-202F HV-218F 3/4" PVC80 T-20F 8"x4" 8"x4" 3"x3/4" 3" FR PVC80 3" BWD PVC80 1" D PVC80 HV-207F CAV-203F HV-201G HV-206G HV-204G HV-205G HV-202G HV-218G 3/4" PVC80 T-20G 8"x4" 8"x4" 3"x3/4" 3" FR PVC80 3" BWD PVC80 1" D PVC80 HV-207G CAV-203G AI O O PI 211 H L HH PT 211 SV-220 211 PI TO CF P-300 P-1000 TO CONCENTRATE HEADER FROM EXISTING RAW WATER WELL 8"-RW-PVC80 BY OTHERS BG TSG AG PVC SCH 80 HDPE - SDR17 6"x4" 6"x4" 2 NOTES: 1. IN ORDER TO PREVENT EXCESSIVE PRESSURE, NO FLOW OR RESTRICTION OR ISOLATION IS ALLOWED BETWEEN THE RO SYSTEM AND THE STORAGE TANK 2. CIP FEED LINE WILL ALSO BE USED FOR MEMBRANE PERMEATE FLUSHING # DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" SEP. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE PROCESS SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 CARTRIDGE FILTER/ CHEMICAL SYSTEM P-300 100% DD P-1000 P-400 TO RO TRAIN A 6"-CFE-PVC80 CONCENTRATE HEADER P-400 TO RO TRAIN B FROM MEDIA FILTRATION P-200 8" MFE PVC80 1/2" 1/2" INJECTION QUILL DO T-30 H2SO4 pH ADJUST CHEMICAL TANK P-30 1/2" INJECTION QUILL DO T-31 ANTISCALANT CHEMICAL TANK P-31 1/4" PI 300 CIP FEED P-600 3" CF PVC80 1/4" SV-311 1 DI DI 1/2" OD PVC TUBING 1/2" OD PVC TUBING YA 30 FAULT YC 30 R/S YA 31 FAULT YC 31 R/S 1/2" 1 XV-301A 8"x4" XV-301B 8"x4" M M 2 FROM CALCIUM CARBONATE INLETS P-500 1" MP PVC80 HV-331 FAULT XV-332B M DO DI O O YC 332B O/C O O YA 332B XV-332A M DO DI O O YC 332A O/C O O YA 332A 4"x3" 6"-CFE-PVC80 HV-319A T-32A CARTRIDGE FILTER HV-317A CAV-320A 4"x3" HV-319B T-32B CARTRIDGE FILTER HV-317B CAV-320B P-1000 CONCENTRATE HEADER 340A AE 340A AIT COND HV-316A 300A PT AI PI 300A O HH H L 300A PI SV-300A HV-316B 300B PT AI PI 300B O HH H L 300B PI SV-300B 340B AE 340B AIT AI AI AI 340B O HH H L AI 340A O HH H L P-400 AI 340A TI 340A 0-2000 mS/CM 0-100 mS/CM AI 340B TI 340B 0-2000 mS/CM 0-100 mS/CM FROM CI-409A P-400 FROM CI-409B DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" SEP. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE PROCESS SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 REVERSE OSMOSIS P-400 100% DD P-300 FROM CARTRIDGE FILTRATION 4"x3" P-40X HIGH PRESSURE PUMP V-414 4"x3" 4"x3" E-42X ER UNIT DRAIN P-41X BOOSTER PUMP P-1000 CONCENTRATE DISCHARGE CV-403X V-402X PI 406X 0-2000psi V-415X V-413X S FE 412X FT 412X PT 401X 1 SV-410X-1 FE 408X FIT 408X PT 405X A PT 407X TO CLEANING TANK CLEAN CONCENTRATE P-600 4"x1-1/2" 4"x1-1/2" 3"x1-1/4" TO POST TREATMENT P-500 V-408X PT 414X 2 CE 409X CIT 409X M FE 410X FIT 410X SV-404X-Y E-43X-Y VESSEL E-44X-Y-Z M DRAIN AUTO VALVE SWAGLOK V-415 4"-CFE-PVC80 3"-CFE-PVC80 3"-ROF-2507SS 3"-ROF-2507SS 3"-ROF-2507SS 1/4"-PM-NT062 1/4"-PM-NT062 3"-MC-2507SS 3"-MC-2507SS 3"-MC-PVC 3"-MC-PVC80 4"-ROF-2507SS 4"-MC-2507SS 3"x1-1/4" 1-1/4"-MP-PVC80 3"-MP-PVC80 CAV-406X 3"-MP-PVC80 3"-ROF-2507SS 1/4" NPT 3000# HALF COUPLING 1/4" NPT 3000# HALF COUPLING AI O O AI O O PI 414X AI O O PI 407X H L HH AI O O FI 412X DI FI 408X PI 401X 30psi VFD-41X RUN RUNNING SPEED DI O YA 41X DO AO VFD-40X RUN RUNNING SPEED DI O O DO AO YA 40X O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O AI O O O O O O O O O O O O O FI 410X AI O O CI 409X PI 411X 0-100psi V-416X S V-412X 2 1 SV-410X-2 NOTES: 1. REDUCING TEES w/SS REINFORCE AT ALL PRESSURE TAPS AND SAMPLE PORTS 1/4" FNPT 2. THIS IS A SAMPLE PORT SYMBOL 3. V-414 IS AN INTEGRAL CHECK VALVE ON THE HIGH PRESSURE PUMP 4. THE SCALE INHIBITOR WILL USE AN INJECTION QUILL, w/1/2" MNPT CONNECTION # LEGEND: "X" REPRESENTS TRAINS A AND B "Y" REPRESENTS VESSEL NUMBERS 1 THRU 8 "Z" REPRESENTS ELEMENT NUMBERS 1 THRU 6 S 0-2000microS/TEMP 0-300gpm 0-100psi 0-300gpm 0-100psi 0-300gpm P-300 FROM PT 301 LINE STAGE 1 E43x-1-Z E43x-2-Z E43x-3-Z E43x-4-Z E43x-5-Z E43x-6-Z E43x-7-Z E43x-8-Z 1/4"-PM-NT062 4"-CCR-PVC80 6"x3" 6"x3" CV-430 P-600 P-1000 M V-409X 3" OFF PVC80 TO CIP TANK TO CONCENTRATE/ DRAIN HEADER HV-433A LC 3" CPR PVC80 3" MP PVC 80 FROM RO UNIT B FROM RO UNIT B 3" CPR PVC 80 4"x3" SV-412.T O CV-435.T NYLON TUBING CV-436X 441 PT AI PI 441 O HH H L 441 PI SV-441 XV-433 4"x3" P-600 CF FROM CIP TANK , T-60 4"-CF-PVC80 408 PT AI PI 408 O HH H L 408 PI SV-408 HV-420X-Y TO AIT-340A P-300 O O O O O O O O O O O O O O O O O O O O O O O O O O M YC 433 HS 433 O/C HOA DO HV-538A HV-537A CAV-504A 3/4" PVC80 T50A NOTES: 1. 6"x1/2" CLAMP SADDLE REDUCED TO 1/4" ALL PRESSURE # DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" SEP. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE PROCESS SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 POST TREATMENT P-500 100% DD RO PERMEATE P-400 6" MP PVC80 HV-503A 6"x4" HV-502A 6"x4" HV-538B HV-537B CAV-504B 3/4" PVC80 T50B HV-503B 6"x4" HV-502A 6"x4" HV-538C HV-537C CAV-504C 3/4" PVC80 T50C HV-503C 6"x4" HV-502A 6"x4" HV-538D HV-537D CAV-504D 3/4" PVC80 T50D HV-503D 6"x4" HV-502A 6"x4" 6"x4" 6"x4" 4" MP PVC80 AI O O PI 501 H L HH PT 501 SV-501 501 PI HV-501 TO STORAGE/ DISTRIBUTION P-700 DRAIN DRAIN DRAIN DRAIN DRAIN DRAIN DRAIN DRAIN CALCIUM CARBONATE REACTORS CALCIUM CARBONATE REACTORS CALCIUM CARBONATE REACTORS CALCIUM CARBONATE REACTORS TO ANTI-SCALANT DAY TANK T-31 P-300 6"x1" 1" MP PVC80 6" FW PVC 80 HYPOCHLORITE CHEMICAL TANK T-53 P-53 SODIUM HYPOCHLORITE PUMP 1/2"x3/8" CORROSION INHIBITOR TANK T-52 P-52 CORROSION INHIBITOR PUMP 1" PVC80 1" PVC80 1" PVC80 1" PVC80 1/2"x3/8" 1/2" OD PVC80 1/2" OD PVC80 DO DI YC 53 YA 53 AI O O PI 528 H L HH PT 528 SV-528 528 PI FAULT R/S DO DI YC 52 YA 52 FAULT R/S 1/4" INJECTION QUILL INJECTION QUILL T-60 3" D PVC80 P-400 HV-604 POTABLE WATER HOSE CONNECTION P-400 CIP CONCENTRATE TRAIN A 3" CPR PVC80 4" CCR PVC80 3" W1 PVC80 P-300 TO PERMEATE FLUSH TRAIN A P-60 CONCENTRATE DRAIN 8" OF PVC80 HV-600 P-1000 3" CF PVC80 MS 60 R/S DO O O YC 60 DI O O YA 60 FAULT DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" SEP. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE PROCESS SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 CLEANING P-600 100% DD GOOSE NECK W WIRE MESH 3" CFR PVC80 3" 150# HEATER TE 3" 150# HV-606A LO P-400 HV-606B LO CIP PERMEATE TRAIN B CIP PERMEATE TRAIN A P-400 CIP CONCENTRATE TRAIN B 4" CCR PVC80 6"x3" 8"x6" SV-667 EDUCTOR FROM CHEMICAL DRUM 1" PVC80 P-400 P-400 CF CF TO RO MEMBRANE TRAIN B TO RO MEMBRANE TRAIN A 4" CF PVC80 P-300 TO PERMEATE FLUSH TRAIN B HV-663 4"x3" 4"x2" V-671 2"x1-1/2" V-672 3"x1-1/2" HV-605 3"x1" 4"x3" PG 674 0-100 PSIG HV-674 P-1000 TO DISPOSAL HV-676 4" D PVC 80 PG 675 0-100 PSIG HV-675 F 674 RO CIP/FLUSH CARTRIDGE FILTER P-500 FROM CALCITE REACTORS AI PI 710 H L HH PT 710 SV-720 710 PI FINISHED WATER TO EXISTING POTABLE WATER CISTERN 1/4" 4"-FW-HDPE BY OTHERS TSG 6" FW PVC80 O O O O O O O VFD-71A RUN/STOP RUNNING SPEED O O O O O O O O O O O O O O O O O O O O O O AI HV-703A HV-705A PI 702A CV-704A HV-703B HV-703C P-71A POTABLE WATER TRANSFER PUMP P-71B POTABLE WATER TRANSFER PUMP P-71C POTABLE WATER TRANSFER PUMP LT 730A 4" PVC80 HV-705B PI 702B CV-704B 4" PVC80 HV-705C PI 702C CV-704C 4" PVC80 6" FW PVC80 6" FW PVC80 6" 150# 4" FW PVC80 POTABLE WATER CISTERN (BY OTHERS) 6" PVC80 6"x4" 6"x4" 6"x4" O ETH O O O O O O O O SI 71A YC 71A O O R/S O RUN/STOP RUNNING SPEED O VFD-71B O ETH O O O O O O O O SI 71B YC 71B O O R/S O YA 71B FAULT O FAULT YA 71A RUN/STOP RUNNING SPEED VFD-71C O O ETH O O O O O O O O SI 71B YC 71B O O R/S O YA 71B FAULT O O O O O O O O O O O O O O O O O DI O O FI 742 FQI 742 FE 742 DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" SEP. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE PROCESS SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 STORAGE/DISTRIBUTION P-700 100% DD SV-708 1/4" 700 PI O O LI 730A HH H L LL BY TSG BY OTHERS O O O O 1 GENERAL NOTES: 1. OPERATOR CAN CHOOSE EITHER LT-730A OR LT-730B TO CONTROL POTABLE WATER TRANSFER PUMPS (P-71A/B/C). THE NON - CONTROLING LT IS FOR INFORMATION ONLY. 7 HV-702A 3 HV-701A HV-701B 5 BY OTHERS BY TSG 6 BY OTHERS BY TSG O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O HV-702B BY TSG BY OTHERS 4 O AI LT 730B O O LI 730B HH H L LL 1 FROM EX. CISTERN (BY OTHERS) O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" SEP. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE PROCESS SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 CONCENTRATE AND DRAIN HEADER SYSTEM P-1000 100% DD FROM MULTIMEDIA FILTER T-20A/B/C/D/E/F/G P-200 P-300 FROM CARTRIDGE FILTER T-32A P-400 FROM ENERGY RECOVERY UNIT A E-42A 6" D PVC80 3" D PVC80 4" D PVC80 6" D PVC80 BY OTHERS TSG RO UNIT A PERMEATE OFF- SPEC RO-41A P-400 6" D PVC80 6"x3" 6"x4" TO CONCENTRATE DISCHARGE P-300 FROM CARTRIDGE FILTER T-32B P-400 FROM ENERGY RECOVERY UNIT B E-42B FROM CIP TANK T-60 P-600 2" D PVC80 6"x2" P-400 RO UNIT B PERMEATE OFF- SPEC RO-41B PH/TEMP 6"x4" 6"x4" 1 FROM CIP PUMP P-60 P-600 FEED WATER PUMP P-10A DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" SEP. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE PROCESS SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 PROCESS FLOW DIAGRAM PFD-100 100% DD 7 9 10 11 12 CARTRIDGE FILTER OUTLET RO CONCENTRATE PLANT DISCHARGE RO PERMEATE FINISHED WATER TO STORAGE 8.0 5.9 30 935 5 10.0 8.0 5.0 248 288 476 208 1 2 3 4 INTAKE CONDUIT INTAKE PUMP DISCHARGE MEDIA FILTER INLET MEDIA FILTER OUTLET PH, UNITS 7.8 7.8 7.8 7.8 DESIGN PRESSURE, PSI -5 90 70 60 661 661 661 496 6 CARTRIDGE FILTER INLET 7.8 60 496 5 7.8 30 188 DESCRIPTION DESIGN FLOW RATE, GPM MEDIA FILTER BACKWASH 7.8 8.0 208 FEED WATER PUMP P-10B FEED WATER PUMP P-10C OPEN SEA INTAKE 3 1 5 6 MEDIA FILTERS T-20A-G 7 SWRO TRAIN RO-41A PLANT DISCHARGE 9 10 TO FINISHED WATER STORAGE CISTERN (BY OTHERS) 11 CALCIUM CARBONATE REACTORS T-50A/B/C/D T-52 CORROSION CORROSION INHIBITOR TANK 12 2 250 300 35,106 58.400 35.106 35.106 35.106 35.106 58.400 TDS, MG/L INTAKE STRAINERS E11A/B/C 4 4 6 6 12 8 8 8 4 6 NOMINAL PIPE DIAMETER 35,106 35,106 INDOOR TSG OUTDOORS (BY OTHERS) INDOOR TSG INDOOR TSG OUTDOORS (BY OTHERS) CARTRIDGE FILTER T-33A SWRO TRAIN RO-41B CARTRIDGE FILTER T-33B EQUIPMENT TAG DESCRIPTION ORIENTATION HIGH SERVICE PUMP P-40A/B -- 2 OPERATING MULTIMEDIA FILTER T-20A/G -- 8 OPERATING SW REVERSE OSMOSIS RO-41A/B -- 2 OPERATING CALCIUM CARBONATE REACTOR T-50A/B/C/D -- 4 OPERATING FEED WATER PUMP P-10A/B/C -- 3 OPERATING CHEMICAL DOSING PUMPS -- -- 1 OPERATING PER CHEMICAL CARTRIDGE FILTER T-33A/B -- 2 OPERATING INTAKE STRAINERS E-11A/B/C -- 3 OPERATING FROM EX RAW WATER WELL 13 13 P-31 ANTI-SCALANT PUMP P-30 ANTI-H2SO4 Ph ADJUST PUMP T-31 ANTI-SCALANT CHEMICAL TANK T-30 H2SO4 Ph ADJUST CHEMICAL TANK T-53 CORROSION HYPOCHLORITE CHEMICAL TANK 6 6 EX.WELL TO DISTRIBUTION P-71A P-71B P-71C 14 35000 7.8 90 248 8 14 POTABLE WATER DISTRIBUTION 300 8.0 50.0 400.0 4 P-52 CORROSION INHIBITOR PUMP P-53 SODIUM HYPOCHLORITE PUMP FROM FINISHED WATER STORAGE CISTERN (BY OTHERS) POTABLE WATER TRANSFER PUMP A POTABLE WATER TRANSFER PUMP B POTABLE WATER TRANSFER PUMP C D A B C 6 5 4 3 2 1 TECHNOLOGIES GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 100% DD WESTIN ST. JOHN, USVI 2 x 150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE MECHANICAL MECHANICAL Sheet Number Sheet Name M-0000 SHEET LIST M-001 MECHANICAL LAYOUT M-001A FLOOR DRAIN LAYOUT M-002 INTAKE BUILDING LAYOUT M-003 MAIN BUILDING TRENCH PIPING M-003A MAIN TRENCH PIPING SECTIONS M-003B MAIN TRENCH PIPING SECTIONS M-004 RO A TRENCH PIPE M-004 A RO TRENCH MC & RW PENETRATIONS M-005 RO B TRENCH PIPE M-006 RO SYSTEMS M-006A RO SYSTEMS ISO M-006B RO SYSTEMS SECTIONS M-006C RO SYSTEMS SECTIONS M-007 CALCIUM CARBONATE REACTORS M-007A CALCIUM CARBONATE REACTORS ISO M-007B CALCIUM CARBONATE REACTORS SECTIONS M-007C CALCIUM CARBONATE REACTORS SECTIONS M-008 CIP SYSTEM M-008A CIP SYSTEM CUT SECTIONS M-009 TRANSFER PUMP SYSTEM - PLAN LAYOUT M-009A TRANSFER PUMP SYSTEM CUT SECTIONS M-009B TRANSFER PUMP SYSTEM CUT SECTIONS M-009C TRANSFER PUMP SYSTEM - ISO VIEW M-010 MEDIA FITERS SYSTEM M-010A MEDIA FILTERS SYSTEM CUT SECTIONS M-010B MEDIA FILTERS SYSTEM CUT SECTIONS M-010C MEDIA FILTERS SYSTEM CUT SECTIONS M-010D MEDIA FILTERS SYSTEM CUT SECTIONS M-011 INTAKE BUILDING ISO M-011A INTAKE BUILDING CUT SECTIONS 7' - 10" 1' - 4" 3' - 4" 16' - 2 3/16" 6' - 0 15/16" 2' - 3 1/8" 11' - 4" 14' - 5 3/8" 2' - 8 1/16" 11' - 3 3/8" 9' - 10 7/8" 6' - 4 3/8" 5' - 10" 5' - 10" 5' - 10" 5' - 10" 5' - 10" 5' - 10" 4' - 2 9/16" 5' - 7 15/16" 11' - 4" 24' - 4 15/16" 7' - 3 11/16" 5' - 1 1/4" 5' - 1 1/4" 5' - 1 1/4" 3' - 1 5/8" 3' - 4 3/8" 14' - 1 15/16" RO PLANT 1000 MCC 1001 TLT 1002 OFFICE / LAB 1003 STORAGE 1004 CISTERN 1005 CISTERN 1006 M-009 P-71 A/B/C M-008 M-010 T-20A/B/C/D/E/F/G P-40A P-40B RO 41A RO 41B M-004/M-006 M-003 TRENCH M-005/M-006 T-60 CIP T-50A/B/C/D M-007 11' - 7 7/16" 5' - 4 5/16" 4'-0" - DIAMETER (TYP) 4'-0" - DIAMETER (TYP) DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE MECHANICAL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 MECHANICAL LAYOUT M-001 100% DD 1/8" = 1'-0" 1 MECHANICAL LAYOUT N N TRUE PROJECT RO PLANT 1000 MCC 1001 TLT 1002 OFFICE / LAB 1003 STORAGE 1004 CISTERN 1005 CISTERN 1006 TRENCH 6' - 2 11/16" 5' - 6 1/16" 15' - 1 1/4" 11' - 3 1/8" 11' - 10 3/8" 13' - 7 1/4" 56' - 0 7/8" 13' - 1 3/4" 21' - 8 9/16" 6' - 5 7/8" DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE MECHANICAL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 FLOOR DRAIN LAYOUT M-001A 100% DD 1/8" = 1'-0" 1 FLOOR DRAIN LAYOUT N N TRUE PROJECT 6"x3" BASKET STRAINER (TYP OF 3) PRIMING SYSTEM VFD VFD VFD 12' - 0" INTAKE PUMP (TYP OF 3) 8" FF= -3'-0" 6" BUTTERFLY VALVE (TYP OF 3) 3" BUTTERFLY VALVE (TYP OF 3) 12"x8" ECCENTRIC REDUCER (TYP OF 3) 8"x6" ECCENTRIC REDUCER (TYP OF 3) 12" HDPE BLIND FLANGE (TYP OF 2) 1' - 5" 1' - 0" SUMP PUMP SUMP PIT 3" (TYP) 1 M-011A 2 M-011A 3 M-011A FROM PUMP INTAKE SCREEN 12" ⌀RW HDPE SDR 11 3" BUTTERFLY VALVE (TYP OF 3) HDPE PVC SCH 80 P-10A P-10B P-10C HV-101A HV-101B HV-101C HV-102A HV-102B HV-102C PI-100C PI-100B PI-100A PT-110A PT-110B PT-110C E-11A E-11B E-11C 13' - 4" 8" ⌀RW PVC SCH 80 8"x4" & 4"x1/2" RED. BUSHING PI PT 12' - 0" 13' - 4" 8" VAN STONE FLANGE PVC SCH 80 (BY OTHERS) PIPE SUPPORT (TYP) SEE PF - 004 BY OTHERS CONNECTION POINT # 8 8 1/8" CONNECTION POINT # 9 CONSTRUCTION TO FIELD FABRICATE 1/2" VACUUM PIPE. VACUUM PIPING FROM EACH PRIMING VALVE TO CONNECT TO SINGLE HEADER. 5" DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE MECHANICAL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED 08.28.2025 SD,SS SD,SS REVISED PER SALAS O'BRIAN'S REVIEW 12.12.2025 INTAKE BUILDING LAYOUT M-002 100%DD 3/8" = 1'-0" 1 INTAKE BUILDING LAYOUT N N TRUE PROJECT RO A TRENCH 1 M-003A 2 M-003A 1 M-003B 2 M-003B 3 M-003B 2"-D-PVC SCH 80 8" MFE PVC SCH 80 2" D PVC SCH 80 4" MC PVC SCH 80 8" MC PVC SCH 80 RO B 3' - 9" TRENCH LENGTH TRENCH WIDTH 10"⌀WALL SLEEVE HDPE 1' - 4 1/8" 1' - 8 1/16" 2" CHECK VALVE 2" BALL VALVE 6" TEE PVC SCH 80 8" TEE PVC SCH 80 4" CPR PVC SCH 80 SEE SHEET PF-010 FROM CARTRIDGE FILTER DRAIN 2" D PVC SCH 80 FROM CARTRIDGE FILTER DRAIN 3' - 1" 2' - 4 1/4" 2' - 6 3/4" 3' - 10" 2' - 5 1/2" 2' - 5 3/16" EXP. JOINT (BY OTHERS) 2 7/8" 1' - 6 3/8" 1' - 1" 10 15/16" 5" 6" VAN STONE FLANGE PVC SCH 80 CONNECTION POINT 1 SEE-M-004A FOR TIE-POINT DETAILS 3" 90° ELBOW PVC SCH 80 3" VAN STONE FLANGE (TYP OF 2) MOTORIZED BUTTERFLY VALVE 4" VAN STONE FLANGE PVC SCH 80 4" 90° ELBOW PVC SCH 80 6"x4" RED.BUSHING PVC SCH 80 6" 90° ELBOW PVC SCH 80 2" 90° ELBOW PVC SCH 80 2" BALL VALVE 4" VAN STONE FLANGE PVC SCH 80 8" 90° ELBOW PVC SCH 80 6"x3" RED. BUSHING PVC SCH 80 6"x3" RED. BUSHING PVC SCH 80 8"x6" RED. BUSHING PVC SCH 80 6"x4" RED. BUSHING PVC SCH 80 6"x2" RED. BUSHING PVC SCH 80 DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE MECHANICAL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 MAIN BUILDING TRENCH PIPING M-003 100% DD 3/8" = 1'-0" 1 MAIN BUILDING TRENCH PIPING 2 MAIN BUILDING TRENCH PIPING ISO 8" ⌀MFE PVC SCH 80 8" 90° ELBOW PVC SCH 80 2" D PVC SCH 80 4" MC PVC SCH 80 11' - 4" 6' - 10 15/16" 6" 90° ELBOW PVC SCH 80 3' - 8 15/16" RO A RO B 6"x8" RED BUSHING PVC SCH 80 8" TEE PVC SCH 80 6" ⌀CFE PVC SCH 80 8" ⌀MFE PVC SCH 80 1' - 1 1/2" 6" 90° ELBOW PVC SCH 80 4' - 1 11/16" 4' - 3 3/4" 8" 90° ELBOW PVC SCH 80 10 5/16" 4' - 9 11/16" 4' - 10 7/16" 5' - 6 3/4" FROM CARTRIDGE FILTER DRAIN FROM MEMBRANE CONCENTRATE 14'-7 3/16" RO PLANT 2' - 5 3/8" 8' - 10 1/2" 2' - 5 7/16" 6" ⌀MC PVC SCH 80 2" ⌀D PVC SCH 80 4" ⌀MC PVC SCH 80 4" ⌀MC PVC SCH 80 TO OCEAN 4"x8" RED BUSHING PVC SCH 80 8" 90° ELBOW PVC SCH 80 2" D PVC SCH 80 8"x2" RED BUSHING PVC SCH 80 6"x4" RED BUSHING PVC SCH 80 6"x2" RED BUSHING PVC SCH 80 10" ⌀PIPE SLEEVE 8" TEE PVC SCH 80 (TYP OF 5) 6" 90° ELBOW PVC SCH 80 2" 90° ELBOW PVC SCH 80 4" 90° ELBOW PVC SCH 80 2" 90° ELBOW PVC SCH 80 4" 90° ELBOW PVC SCH 80 FROM CARTRIDGE FILTER DRAIN FROM MEMBRANE CONCENTRATE EXP. JOINT (BY OTHERS) 5" 14'-7 3/16" RO PLANT 4 " ⌀D PVC SCH 80 DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE MECHANICAL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 MAIN TRENCH PIPING SECTIONS M-003A 100% DD 3/8" = 1'-0" 1 RAW WATER PIPE SECTION 1-1 3/8" = 1'-0" 2 MEMBRANE CONCENTRATE PIPE SECTION 2-2 SUMP PUMP 2' - 2 5/8" 10 13/16" 1' - 0" 2" BALL VALVE PVC SCH 80 3" VAN STONE FLANGE PVC SCH 80 3" BUTTERFLY VALVE 4' - 2 1/16" 4" VAN STONE FLANGE PVC SCH 80 4" MC PVC SCH 80 2" MC PVC SCH 80 8" RW PVC SCH 80 4" 90° ELBOW PVC SCH 80 6" 90° ELBOW PVC SCH 80 8" 90° ELBOW PVC SCH 80 8" 90° ELBOW PVC SCH 80 5' - 3 1/16" 1' - 7 3/4" 1' - 6 1/2" 1' - 1 1/2" 1' - 0" 6" TEE PVC SCH 80 6"x3" RED. BUSHING PVC SCH 80 14'-7 3/16" RO PLANT SUMP PIT 1' - 1 1/2" 4' - 11 1/4" 1' - 1 3/16" 8" TEE PVC SCH 80 2" CHECK VALVE 2" BALL VALVE 2" D PVC SCH 80 2" 90° ELBOW PVC SCH 80 SUMP PUMP 14'-7 3/16" RO PLANT 10 13/16" 3' - 8 15/16" 8" RW PVC SCH 80 8" MC PVC SCH 80 6" VAN STONE FLANGE PVC SCH 80 6"x8" RED. BUSHING PVC SCH 80 8"x2" RED. BUSHING PVC SCH 80 6" 90⌀ELBOW PVC SCH 80 8" TEE PVC SCH 80 8" TEE PVC SCH 80 6"x3" ELBOW PVC SCH 80 3" VAN STONE FLANGE (TYP OF 2) 3" MOTORIZED VALVE 14'-7 3/16" RO PLANT DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE MECHANICAL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 MAIN TRENCH PIPING SECTIONS M-003B 100% DD 3/8" = 1'-0" 1 TRENCH PIPE SECTION 3-3 3/8" = 1'-0" 2 DRAIN PIPE SECTION 4-4 3/8" = 1'-0" 3 RAW WATER PIPE SECTION RO A OUT CONC 1' - 1 7/16" 1' - 4" 4' - 0 7/16" 1' - 6 9/16" 3"⌀CCR PVC SCH 80 2"⌀MC PVC SCH 80 6" VAN STONE FLANGE PVC SHC 80 8" RW PVC SCH 80 6" D PVC SCH 80 8" TEE PVC SCH 80 (TYP OF 3) 4" VAN STONE FLANGE PVC SHC 80 RO UNIT A MEMBRANE CONCENTRATE RO UNIT A RAW WATER INLET RO UNIT A CARTRIDGE FILTER DRAIN 2' - 10 1/4" 5' - 9 1/2" 1 M-004 A 4"⌀CPR PVC SCH 80 EXP. JOINT (BY OTHERS) EXP. JOINT (BY OTHERS) CONNECTION POINT # 1 CONNECTION POINT # 2 1' - 11 3/4" 10 13/16" 5" 5" 10" WALL SLEEVE 10" WALL SLEEVE 6"x4" RED. BUSHING PVC SCH 80 6"x2" RED. BUSHING PVC SCH 80 6"x4" RED. BUSHING PVC SCH 80 6"x3" RED. BUSHING PVC SCH 80 6"x2" RED. BUSHING PVC SCH 80 6"x2" RED. BUSHING PVC SCH 80 3" PIPE COUPLING 3" PIPE GROOVELOCK MOTORIZED BUTTERFLY VALVE 6"x4" RED. BUSHING PVC SCH 80 6"x4" RED. BUSHING PVC SCH 80 4" VAN STONE FLANGE PVC SCH 80 6" VAN STONE FLANGE PVC SCH 80 SEE SHEET PF - 008 DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE MECHANICAL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 RO A TRENCH PIPE M-004 100% DD 3/8" = 1'-0" 1 RO A TRENCH PIPE 2 RO A TRENCH PIPE ISO PIPE TRENCH 8" RW PVC SCH 80 6" VAN STONE FLANGE PVC SCH 80 6" MC PVC SCH 80 8" WALL SLEEVE 8" VAN STONE FLANGE PVC SCH 80 10" WALL SLEEVE CONNECTION POINT # 1 CONNECTION POINT # 2 1' - 9 1/4" 1' - 1 7/16" 2' - 4 7/16" 1' - 9 1/4" NORTH WALL OF PROCESS BUILDING NORTH WEST CORNER OF PROCESS BUILDING 40' - 5 7/16" 35' - 11 7/16" FFE 4' - 0" 1' - 9 5/8" DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE MECHANICAL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 RO TRENCH MC & RW PENETRATIONS M-004 A 100% DD 3/8" = 1'-0" 1 RO TRENCH MC & RW PENETRATIONS - ELEVATION VIEW TO TRENCH SUMP PUMP 6"x4" RED. BUSHING PVC SCH 80 8"x6" RED. BUSHING PVC SCH 80 6"x3" RED. BUSHING PVC SCH 80 4" TEE PVC SCH 80 8"x4" RED. BUSHING PVC SCH 80 8"x6" RED. BUSHING PVC SCH 80 6"x3" RED. BUSHING PVC SCH 80 4" VAN STONE FLANGE PVC SCH 80 8" 90° ELBOW PVC SCH 80 8"x2" RED. BUSHING PVC SCH 80 3" GROOVELOCK SEE SHEET PF - 006 2' - 7 1/4" 2' - 5 3/8" 4" MC PVC SCH 80 4" VAN STONE FLANGE PVC SCH 80 8" VAN STONE FLANGE PVC SCH 80 2" D PVC SCH 80 2" BALL VALVE 2" CHECK VALVE 8"x2" RED. BUSHING PVC SCH 80 8" TEE PVC SCH 80 8" 90° ELBOW PVC SCH 80 8" & 6" 90° ELBOW PVC SCH 80 (TYP OF 2) 8"x2" RED. BUSHING PVC SCH 80 SUMP PUMP 8" TEE PVC SCH 80 2" 90° ELBOW PVC SCH 80 RO UNIT B MEMBRANE CONCENTRATE RO UNIT B RAW WATER INLET RO UNIT B CARTRIDGE FILTER DRAIN 8" RW PVC SCH 80 8" D PVC SCH 80 1' - 6 3/8" 1' - 1" 2 7/8" 3" CF PVC SCH 80 DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE MECHANICAL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 RO B TRENCH PIPE M-005 100% DD 1 RO B TRENCH PIPE ISO 3/8" = 1'-0" 2 RO B TRENCH PIPE 1 M-006B 2 M-006B 1 M-006C 2 M-006C 3 M-006C 9' - 6 7/16" 1' - 7 1/2" 9' - 8 1/2" 1' - 7 1/2" 3' - 0" 2' - 10 1/4" 6" MP PVC SCH 80 4" CPR PVC SCH 80 4 M-006C 4" VAN STONE FLANGE (TYP OF 4) 2' - 10 15/16" 3' - 6 15/16" 6" MP PVC SCH 80 4" CPR PVC SCH 80 4" VAN STONE FLANGE 4" 90° ELBOW PVC SCH 80 4" 90° ELBOW PVC SCH 80 4" 90° ELBOW PVC SCH 80 (TYP OF 2) 4" 90° ELBOW PVC SCH 80 (TYP OF 2) 2" TEE PVC SCH 80 4" 90° ELBOW PVC SCH 80 (TYP OF 2) 4" 90° ELBOW PVC SCH 80 2' - 5 3/8" 2' - 7 1/4" 6' - 3 1/4" 1' - 4" 1' - 1 7/16" 6' - 0 1/16" 2 7/8" 2 7/8" 2' - 7 3/8" 2" D PVC SCH 80 8" MFE PVC SCH 80 8" MC PVC SCH 80 4" MP PVC SCH 80 90° ELBOW PVC SCH 80 90° ELBOW PVC SCH 80 4" TEE PVC SCH 80 8" VAN STONE FLANGE (TYP OF 2) 1 1/4" CAV VALVE 4" TEE PVC SCH 80 4"x1" RED BUSHING PVC SCH 80 2" 90° ELBOW PVC SCH 80 2" CHECK VALVE 2" BALL VALVE SUMP PUMP 6"x2" RED. BUSHING PVC SCH 80 6" TEE PVC SCH 80 6"x4" RED. BUSHING PVC SCH 80 6" TEE PVC SCH 80 4" 90° ELBOW PVC SCH 80 6"x4" RED. BUSHING PVC SCH 80 6" 90° ELBOW PVC SCH 80 3" 90° ELBOW PVC SCH 80 3" VAN STONE FLANGE PVC SCH 80 (TYP OF 2) 3" BUTTERFLY VALVE 6"x3" RED. BUSHING PVC SCH 80 6" TEE PVC SCH 80 6"x2" RED. BUSHING PVC SCH 80 6" TEE PVC SCH 80 4" VAN STONE FLANGE PVC SCH 80 6"x2" RED. BUSHING PVC SCH 80 6" TEE PVC SCH 80 6" VAN STONE FLANGE PVC SCH 80 3" CFR PVC SCH 80 3" CCR PVC SCH 80 3" CCR PVC SCH 80 3" CF PVC SCH 80 4" MC PVC SCH 80 6'X4" RED. BUSHING PVC SCH 80 3" GROOVELOK 3" GROOVELOK SEE SHEET PF-012 SEE SHEET PF - 006 3 3/8" DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE MECHANICAL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 RO SYSTEMS M-006 100% DD 3/8" = 1'-0" 1 RO SYSTEMS 6" MC-PVC SCH 80 2" MC-PVC SCH 80 4" MC-PVC SCH 80 6" CFE PVC SCH 80 6" CFE PVC SCH 80 6" MP PVC SCH 80 4" OFF PVC SCH 80 3" CCR-PVC SCH 80 4" MC-PVC SCH 80 DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE MECHANICAL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 RO SYSTEMS ISO M-006A 100% DD 1 RO SYSTEMS ISO 9' - 6 7/16" 4" PERMEATE TO WASTE PVC SCH 80 8' - 11 1/8" 6" MP PVC SCH 80 6" 90° ELBOW PVC SCH 80 8' - 11 1/8" 6" TEE PVC SCH 80 RO B 4" 90° ELBOW PVC SCH 80 4" 90° ELBOW PVC SCH 80 6"x4" RED. BUSHING PVC SCH 80 4" 90° ELBOW PVC SCH 80 6"x4" RED. BUSHING PVC SCH 80 6"X4" RED. BUSHING PVC SCH 80 2' - 1" 11' - 4" 2' - 1" 11' - 4" 4" CPR PVC SCH 80 4" 90° ELBOW PVC SCH 80 RO A 4" 90° ELBOW PVC SCH 80 4" 90° ELBOW PVC SCH 80 3' - 0" 14'-7 3/16" RO PLANT FIELD VERIFY (TYP) 2' - 0 15/16" 3' - 0 7/8" DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE MECHANICAL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 RO SYSTEMS SECTIONS M-006B 100% DD 3/8" = 1'-0" 1 MEMBRANE PERMEATE SECTION 1-1 3/8" = 1'-0" 2 MEMBRANE PERMEATE SECTION 2-2 6" MP PVC SCH 80 6" 90° ELBOW PVC SCH 80 FROM RO SKID 6" VAN STONE FLANGE PVC SCH 80 (TYP OF 2) TO CALCIUM CARBONATE 14'-7 3/16" RO PLANT 11' - 0 1/16" 8" RW PVC SCH 80 8" CONCENTRATE WASTE PVC SCH 80 3' - 0 3/16" 1' - 1 1/2" 1' - 9 1/4" 1' - 1" 10 13/16" 8" TEE PVC SCH 80 8"x2" RED. BUSHING PVC SCH 80 2" 90° ELBOW PVC SCH 80 2" D PVC SCH 80 RO - A 14'-7 3/16" RO PLANT 9'-7 3/16" CISTERN SUMP PUMP SUMP PIT 4' - 3 3/4" 1' - 0" 2" D PVC SCH 80 2" 90° ELBOW PVC SCH 80 6"x4" RED. BUSHING PVC SCH 80 4" 90° ELBOW PVC SCH 80 4" VAN STONE FLANGE PVC SCH 80 5' - 3 1/16" 1' - 0 3/4" 8 1/2" 4" MC PVC SCH 80 6" 90° ELBOW PVC SCH 80 1' - 1 1/2" 14'-7 3/16" RO PLANT 9'-7 3/16" CISTERN RO UNIT B 8" RW PVC SCH 80 4" 90° ELBOW PVC SCH 80 ( TYP OF 2 ) 6" TEE PVC SCH 80 4" 90° ELBOW PVC SCH 80 6"x4" RED. BUSHING PVC SCH 80 8" 90° ELBOW PVC SCH 80 8" 90° ELBOW PVC SCH 80 6" 90° ELBOW PVC SCH 80 8" TEE PVC SCH 80 8"x2" & 2"x1/2" RED. BUSHING PVC SCH 80 1/2" VALVE 8" TEE PVC SCH 80 8"x2" & 2"x1/2" RED. BUSHING PVC SCH 80 4" VAN STONE FLANGE (TYP OF 2) 4" BUTTERFLY VALVE HV-433 8" TEE PVC SCH 80 8"x2"&2"x1/2" RED. BUSHING PVC SCH 80 10 13/16" 1' - 1" 1' - 9 1/4" PT-211 1' - 10 3/4" 8" 90° ELBOW PVC SCH 80 14'-7 3/16" RO PLANT 6" D PVC SCH 80 4" OFF PVC SCH 80 DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE MECHANICAL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 RO SYSTEMS SECTIONS M-006C 100% DD 3/8" = 1'-0" 1 MEMBRANE PERMEATE 3-3 3/8" = 1'-0" 2 CARTRIDGE FILTER DRAIN LINE SECTION 4-4 3/8" = 1'-0" 3 MEMBRANE CONCENTRATE SECTION 5-5 3/8" = 1'-0" 4 TRENCH TO MEDIA FILTERS PIPES CONNECTIONS 1 M-007B 2 M-007B 1 M-007C 5' - 11 1/16" 2" 90° ELBOW PVC SCH 80 (TYP OF 2) 6" GLOBE VALVE 6" VAN STONE FLANGE PVC SCH 80 (TYP OF 2) 6" 90° TEE PVC SCH 80 INJECTION QUILL 6" VAN STONE FLANGE PVC SCH 80 (TYP OF 2) 4" 90° ELBOW PVC SCH 80 6" 90° ELBOW PVC SCH 80 1" BALL VALVE 1" 90° ELBOW PVC SCH 80 1" 45° ELBOW PVC SCH 80 1" TEE PVC SCH 80 126.03° 4" 90° ELBOW PVC SCH 80 4" VAN STONE FLANGE PVC SCH 80 (TYP OF 2) 4" BUTTERFLY VALVE 4" 90° ELBOW PVC SCH 80 4" VAN STONE FLANGE PVC SCH 80 (TYP) 6"X4" RED. BUSHING PVC SCH 80 6" TEE PVC SCH 80 5' - 5 1/4" 2' - 6 5/8" 3' - 6 3/4" T-50D T-50A T-50B T-50C 1" PIPE CAP PVC SCH 80 (TYP) HV-501 HV-503A HV-503B HV-503C HV-503D T-52 1" PVC SCH 80 8"x4", 4"x1"&1x1/2" RED. BUSHING PVC SCH 80 1' - 6 3/16" 1' - 0 7/16" 2' - 6 5/8" 6" FW PVC SCH 80 DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE MECHANICAL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 CALCIUM CARBONATE REACTORS M-007 100% DD 3/8" = 1'-0" 1 CALCIUM CARBONATE REACTORS HV-501 T-50A T-50B T-50C T-50D HV-502D HV-503D HV-503C HV-502C HV-503B HV-502B HV-503A HV-502A HV-331 PT-528 DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE MECHANICAL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 CALCIUM CARBONATE REACTORS ISO M-007A 100% DD 1 CALCIUM CARBONATE REACTORS ISO 1' - 4 15/16" 6" TEE PVC SCH 80 (TYP) 6" 90° ELBOW PVC SCH 80 6" GLOBE VALVE 6" 90° ELBOW PVC SCH 80 6" TEE PVC SCH 80 6" 90° ELBOW PVC SCH 80 4"x6" RED. BUSHING PVC SCH 80 (TYP) 4" VAN STONE FLANGE (TYP OF 2) 6" 90° ELBOW PVC SCH 80 6" TEE PVC SCH 80 6" 90° ELBOW PVC SCH 80 HV-501 6" FW PVC SCH 80 6" MP PVC SCH 80 6" MP PVC SCH 80 PT-528 14'-7 3/16" RO PLANT HV-331 20' - 9 1/16" 2' - 0 15/16" 26' - 7 7/8" 10' - 7 1/16" 11' - 0 1/16" 1' - 5" 4" BUTTERFLY VALVE (TYP ) 1" BALL VALVE PVC SCH 80 (TYP) 1" ELBOW PVC SCH 80 (TYP) 1" TEE PVC SCH 80 (TYP) 1" CAP PVC SCH 80 (TYP) T-50A T-50B T-50C T-50D 2' - 11" 4" VAN STONE FLANGE (TYP ) 4" VAN STONE FLANGE (TYP ) 4" 90° ELBOW PVC SCH 80 (TYP) HV-503A HV-502A HV-503B HV-502B HV-503C HV-502C HV-503D HV-502D CAV-504A CAV-504B CAV-504C CAV-504D 14'-7 3/16" RO PLANT 2' - 10 3/4" 2' - 2 1/4" DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE MECHANICAL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 CALCIUM CARBONATE REACTORS SECTIONS M-007B 100% DD 3/8" = 1'-0" 1 MEMBRANE PERMEATE PIPE SECTION 1-1 3/8" = 1'-0" 2 MEMBRANE PERMEATE & FINISH WATER SECTION 2-2 4" VAN STONE FLANGE PVC SCH 80 (TYP) 6" 90° ELBOW PVC SCH 80 6"x4" RED. BUSHING PVC SCH 80 (TYP) 4" FW PERMEATE T-50D 1" 90° ELBOW PVC SCH 80 1" 45° ELBOW PVC SCH 80 1" TEE PVC SCH 80 1" CAP PVC SCH 80 4' - 0 5/16" 1' - 5" 4" MP PERMEATE 14'-7 3/16" RO PLANT 9'-7 3/16" CISTERN DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE MECHANICAL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 CALCIUM CARBONATE REACTORS SECTIONS M-007C 100% DD 3/8" = 1'-0" 1 CALCIUM CARBONATE TANKS 1 M-008A 2 M-008A 7' - 9 1/16" CIP TANK T-60 3" CF PVC SCH 80 8" PVC SCH 80 3" 45° ELBOW PVC SCH 80 3" 45° ELBOW PVC SCH 80 3" BUTTERFLY VALVE CIP PUMP 3" TEE PVC SCH 80 3" 90° ELBOW PVC SCH 80 3' - 5 9/16" 135.00° 135.00° 1 1/2" 90° ELBOW PVC SCH 80 3" 90° ELBOW PVC SCH 80 3" UNION 3" VAN STONE FLANGE PVC SCH 80 HV-600 4" CPR PVC SCH 80 3" CCR PVC SCH 80 135.00° HV-605 3" CFR PVC SCH 80 OVERFLOW DRAIN HV-606 NO CIP TANK T-60 DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE MECHANICAL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 CIP SYSTEM M-008 100% DD 3/8" = 1'-0" 1 CIP SYSTEM 2 CIP SYSTEM ISO 3" CLEANING SYSTEM EDUCTOR 3" UNION PVC SCH 80 (TYP OF 2) 3" BUTTERFLY VALVE PVC SCH 80 2" FEMALE CAP CIP PUMP CIP TANK T-60 3" BALL VALVE 3" UNION PVC SCH 80 (TYP OF 2) 3" TEE PVC SCH 80 3" 90° ELBOW PVC SCH 80 3" TANK ADAPTOR 1 1/2" 90° ELBOW PVC SCH 80 2 1/2" VAN STONE FLANGE PVC SCH 80 1 1/2" x 1/2" RED. BUSHING PVC SCH 80 6" D PVC SCH 80 3"90° & 45° ELBOW PVC SCH 80 2' - 11 3/16" 1' - 5" 1' - 10 3/4" 4' - 4 1/8" 9 13/16" 1/2" BALL VALVE 1/2" ADAPTER FEMALE 3"x2 1/2" RED. BUSHING PVC SCH 80 3" TANK ADAPTOR 2" TANK ADAPTOR 2" 90° ELBOW PVC SCH 80 2" FEMALE ADAPTOR HV-605 3" BUTTERFLY VALVE PRESSURE SWITCH PS-630 POTABLE WATER CONNECTION 8" RW PVC SCH 80 8" MFE PVC SCH 80 14'-7 3/16" RO PLANT 9'-7 3/16" CISTERN 8" RW PVC SCH 80 1' - 0" 8" MFE PVC SCH 80 3" D PVC SCH 80 4" CPR PVC SCH 80 3" CCR PVC SCH 80 CIP TANK T-60 T-20G 3" TEE PVC SCH 80 3" 90° ELBOW PVC SCH 80 CIP PUMP 2" TEE PVC SCH 80 2" 90° ELBOW PVC SCH 80 2" BALL VALVE PVC SCH80 1' - 5 7/8" 4' - 3 1/4" 5' - 6 9/16" 2 1/2" VAN STONE FLANGE PVC SCH 80 2 1/2"x3" RED. BUSHING PVC SCH 80 3" BALL VALVE 3" UNION PVC SCH 80 3" UNION PVC SCH 80 2" TANK ADAPTOR 3" TANK ADAPTOR 3" CLEANING SYSTEM REDUCTOR DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE MECHANICAL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 CIP SYSTEM CUT SECTIONS M-008A 100% DD 3/8" = 1'-0" 1 CIP SYSTEM CUT SECTION 1 3/8" = 1'-0" 2 CIP SYSTEM CUT SECTION 2 1 M-009A 2 M-009A 1 M-009B 2 M-009B 2' - 8" 2' - 8" 6" VAN STONE FLANGE PVC SCH 80 P-71A P-71B P-71C PI/PT-710 CLIENT TO PROVIDE FLANGE (TYP) PI-700 CONNECTION POINT # 6 CONNECTION POINT # 7 FE - 742 CONNECTION POINT # 5 CONNECTION POINT # 4 CONNECTION POINT # 3 3' - 2" 9' - 2 7/16" PI/PT - 501 2' - 1" 3' - 5" 10 7/8" 6' - 1 5/16" 1' - 0" 6" 4" FW PVC 80 6" FW PVC 80 8' - 2 1/4" 6' - 10 13/16" 3' - 7 5/8" 1 2 DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE MECHANICAL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 TRANSFER PUMP SYSTEM - PLAN LAYOUT M-009 100% DD 3/8" = 1'-0" 1 TRANSFER PUMP SYSTEM GENERAL NOTES: 1. 30" MINIMUM 2. 12" MINIMUM CONNECTION POINT # 7 9' - 7" 10 7/8" 6" ⌀PVC SCH 80 PI/PT - 710 TRANSFER PUMP (TYP OF 3) 6" CHECK VALVE (TYP OF 3) PI-702A/B/C PI-700 14'-7 3/16" RO PLANT CONCRETE PAD 7' - 0 1/8" 5' - 3 3/4" 6' - 4 3/4" 3' - 3 5/8" CONNECTION POINT # 4 1' - 0 1/2" 1' - 0 1/2" 1' - 0" DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE MECHANICAL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 TRANSFER PUMP SYSTEM CUT SECTIONS M-009A 100% DD 3/8" = 1'-0" 1 TRUNSFER PUMPS SYSTEM CUT SECTION 1 3/8" = 1'-0" 2 TRUNSFER PUMPS SYSTEM CUT SECTION 2 6" 90° ELBOW PVC SCH 80 2 1/2" VAN STONE FLANGE PVC SCH 80 6" BUTTERFLY VALVE 6" CHECK VALVE TRANSFER PUMP (TYP OF 3) 6" PVC SCH 80 P-71A P-71B P-71C PI-710 CONNECTION POINT # 4 CONNECTION POINT # 3 P-700 7 1/2" 5" 1' - 2 3/8" 4' - 3 1/4" 6" 90° ELBOW PVC SCH 80 CONNECTION POINT # 6 CONNECTION POINT # 5 3' - 0 7/8" 2' - 1" 2' - 1 15/16" 2' - 8" 2' - 8" 4' - 10 13/16" 3' - 8 5/8" 10' - 7 1/16" CONNECTION POINT # 7 14'-7 3/16" RO PLANT CONNECTION POINT # 7 1' - 0" FE-742 PI/PT-501 DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE MECHANICAL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 TRANSFER PUMP SYSTEM CUT SECTIONS M-009B 100% DD 3/8" = 1'-0" 1 TRANSFER PUMPS SYSTEM CUT SECTION 1 3/8" = 1'-0" 2 TRANSFER PUMPS SYSTEM CUT SECTION 2 6" BUTTERFLY VALVE PVC SCH 80 6" CHECK VALVE 6" VAN STONE FLANGE PVC SCH 80 6" 90° ELBOW PVC SCH 80 6" BUTTERFLY VALVE (TYP OF 3) 6" VAN STONE FLANGE (TYP OF 2) 6" TEE PVC SCH 80 6" VAN STONE FLANGE PVC SCH 80 6" VAN STONE FLANGE (TYP OF 3) PRESSURE INDICATOR PI/PT - 501 PI-700 FE-742 DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE MECHANICAL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 TRANSFER PUMP SYSTEM - ISO VIEW M-009C 100% DD 2 TRANSFER PUMP SYSTEM ISO VIEW 1 M-010A 2 M-010A 1 M-010B 1" PVC SCH 80 1" PVC SCH 80 1" PVC SCH 80 1" PVC SCH 80 1" PVC SCH 80 T-20A T-20B T-20C T-20D T-20E T-20F T-20G 2 M-010B 1" PVC SCH 80 1" PVC SCH 80 5' - 10" 5' - 10" 5' - 10" 5' - 10" 5' - 10" 5' - 10" 2' - 9 13/16" 1 M-010C DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE MECHANICAL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 MEDIA FITERS SYSTEM M-010 100% DD 1/4" = 1'-0" 1 MEDIA FILTERS SYSTEM 2 MEDIA FILTERS SYSTEM ISO 6" BUTTERFLY VALVE (TYP) 6" VAN STONE FLANGE (TYP OF 2) 6" VAN STONE FLANGE (TYP) 6" BUTTERFLY VALVE (TYP) 6" 90° ELBOW PVC SCH 80 (TYP) 6" TEE PVC SCH 80 (TYP OF 3) 6" 90° ELBOW PVC SCH 80 (TYP) 6" BUTTERFLY VALVE 6" VAN STONE FLANGE (TYP OF 2 ) 6" BUTTERFLY VALVE 6" VAN STONE FLANGE PVC SCH 80 (TYP OF 2) 6" TEE PVC SCH 80 (TYP) HV-206G (TYP) HV-202G (TYP) HV-201G (TYP) HV-204G HV-205G 4" BWD PVC SCH 80 14'-7 3/16" RO PLANT M-010C 1 3/4" 90° ELBOW PVC SCH 80 (TYP OF 7) 8"x4" RED. BUSHING PVC SCH 80 (TYP OF 2) 8" RW PVC SCH 80 8" MFE PVC SCH 80 6" D PVC SCH 80 3/4" BALL VALVE (TYP OF 7) 1' - 5" 1' - 10 3/4" 8" TEE PVC SCH 80 8"x4" RED. BUSHING PVC SCH 80 (TYP OF 2) 4" 90° ELBOW PVC SCH 80 4"x2"& 2"x3/4" RED. BUSHING PVC SCH 80 4" TEE PVC SCH 80 6"x4" RED. BUSHING PVC SCH 80 6"x4" RED. BUSHING PVC SCH 80 (TYP) 4"x1" RED. BUSHING PVC SCH 80 (TYP) 6" TEE PVC SCH 80 (TYP) 6"x4" RED. BUSHING PVC SCH 80 (TYP) 4"x3/4" RED. BUSHING PVC SCH 80 (TYP) 6" TEE PVC SCH 80 (TYP) 8" TEE PVC SCH 80 (TYP) 8"x4" RED. BUSHING PVC SCH 80 (TYP) CAV-203G CAV-203F CAV-203E CAV-203D CAV-203C CAV-203B CAV-203A 14'-7 3/16" RO PLANT 9'-7 3/16" CISTERN DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE MECHANICAL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 MEDIA FILTERS SYSTEM CUT SECTIONS M-010A 100% DD 1/4" = 1'-0" 1 MEDIA FILTERS SYSTEM SECTION 1-1 1/4" = 1'-0" 2 MEDIA FILTERS SYSTEM SECTION 2-2 8" TEE PVC SCH 80 (TYP) 8"x4" RED. BUSHING PVC SCH 80 (TYP) 4" VAN STONE FLANGE PVC SCH 80 (TYP) 4" 90° ELBOW PVC SCH 80 (TYP) 4" 90° ELBOW PVC SCH 80 4" 90° ELBOW PVC SCH 80 4" VAN STONE FLANGE PVC SCH 80 4" BUTTERFLY VALVE 6"x4" RED. BUSHING PVC SCH 80 (TYP) 6" TEE PVC SCH 80 (TYP) 4" D PVC SCH 80 4" MFE PVC SCH 80 4" RW PVC SCH 80 14'-7 3/16" RO PLANT T-20G 1' - 5" 1' - 10 3/4" 2' - 1 3/4" 3/4" AIR RELEASE VALVE 3/4" BALL VALVE 3/4" 90° ELBOW PVC SCH 80 6" TEE PVC SCH 80 1" PVC SCH 80 4" VAN STONE FLANGE PVC SCH 80 (TYP) 4" BUTTERFLY VALVE (TYP) 4" TEE PVC SCH 80 4" 90° ELBOW PVC SCH 80 CAV-203G HV-207G TYP TYP UNION SOCxSOC (TYP)3/4" PVC 14'-7 3/16" RO PLANT 1' - 0" 3' - 10 3/16" 1' - 2 5/8" DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE MECHANICAL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 MEDIA FILTERS SYSTEM CUT SECTIONS M-010B 100% DD 1/4" = 1'-0" 1 MEDIA FILTERS SYSTEM CUT SECTION 3-3 1/4" = 1'-0" 2 MEDIA FILTERS SYSTEM CUT SECTION 4-4 14'-7 3/16" RO PLANT 8' - 7 3/8" 5' - 7 1/8" 1' - 4 7/16" 8 5/8" 1' - 8 11/16" 1' - 8 9/16" 1' - 3 3/8" 1' - 5" 1' - 10 3/4" 10 3/4" 1' - 2" 1' - 8 9/16" 7 15/16" 1' - 0 3/4" 8 3/16" 6 13/16" 6 11/16" 8 1/16" 7 5/8" 3' - 11 7/8" 1' - 2 11/16" 1' - 1 11/16" 1' - 8 9/16" 1 M-010D DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE MECHANICAL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 MEDIA FILTERS SYSTEM CUT SECTIONS M-010C 100% DD 1" = 1'-0" 1 MEDIA FILTER PIPE CONNECTIONS 1" = 1'-0" 2 MEDIA FILTERS SYSTEM ENLARGED PLAN VIEW 14'-7 3/16" RO PLANT 3/4" PVC SCH 80 (TYP) 6"x2" RED. BUSHING REDUCER 1"x3/4" RED. BUSHING REDUCER 6" TEE PVC SCH 80 DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE MECHANICAL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED SD,SS SD,SS EDITED PER RO VENDOR'S CUT SHEET 11.07.25 08.28.25 MEDIA FILTERS SYSTEM CUT SECTIONS M-010D 100% DD 3" = 1'-0" 1 MEDIA FILTERS DRAIN CONNECTION SUMP PUMP PRIMING SYSTEM 12" HDPE FLANGE ADAPTER (TYP OF 2) 12" HDPE TEE 12" BLIND FLANGE HDPE 8" TEE PVC SCH 80 12" HDPE FLANGE (TYP) 12"X8" ECCENTRIC REDUCER (TYP) 8" TEE PVC SCH 80 8"x3" RED. BUSHING PVC SCH 80 8"x6" HDPE ECCENTRIC REDUCER (TYP) 6"X3" BASKET STRAINER (TYP) INTAKE PUMP (TYP OF 3) 3" VAN STONE FLANGE (TYP) 3" VAN STONE FLANGE (TYP OF 2) 3" BUTTERFLY VALVE 3" CHECK VALVE (TYP) 6" BUTTERFLY VALVE (TYP) 6" VAN STONE FLANGE (TYP) 6"X4" RED. BUSHING PVC SCH 80 4"x2" RED. BUSHING PVC SCH 80 1"x2" RED. BUSHING PVC SCH 80 3" VAN STONE FLANGE (TYP) 3" BUTTERFLY VALVE (TYP) E-12 VACUUM RECEIVER E-11B E-11C 8"x4" AND 4"x1/2" RED.BUSHING PVC SCH 80 1/2" 3 WAY VALVE P-10A P-10B P-10C HV-102A HV-102B HV-102C HV-101A HV-101B HV-101C CV-106A CV-106B CV-106C HV-107A HV-107B HV-107C 8" BLIND FLANGE PVC SCH 80 (TYP OF 2) 1/2" PVC SCH 80 PT PI LS-11 PRIMING VALVE E-11A DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE MECHANICAL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED 08.28.2025 SD,SS SD,SS REVISED PER SALAS O'BRIAN'S REVIEW 12.12.2025 INTAKE BUILDING ISO M-011 100%DD 1 INTAKE BUILDING ISO GENERAL NOTE: PRIMING SYSTEM CONNECTION TO BE AT A SYSTEM HIGH POINT Level 1 0' - 0" 1' - 5" 2' VAN STONE FLANGE PVC SCH 80 (TYP OF 19) 2" CHECK VALVE PVC SCH 80 (TYP OF 3) 2" BUTTERFLY VALVE PVC SCH 80 (TYP OF 3) TRANSFER PUMPS (TYP OF 3) 8" 90° ELBOW PVC SCH 80 8" TEE PVC SCH 80 8"x2" RED. BUSHING PVC SCH 80 (TYP OF 3) HDPE FLANGE ADAPTER P-10A P-10B P-10C CV-106A CV-106B CV-106C HV-107A HV-107B HV-107C 2' - 11" 2' - 11" 3' - 0" 1' - 6 7/8" 1' - 10 3/16" 2' - 6 1/2" 2' - 2 1/4" 1' - 10 13/16" 2' - 11" 2' - 11" 11 3/16" 8" TEE PVC SCH 80 8"x4"&4"x1/2" RED. BUSHING PVC SCH 80 CONNECTION POINT # 9 12" TEE PVC SCH 80 12" HDPE SDR-17 FLANGE (TYP OF 2) 12"x8" ECCENTRIC REDUCER HDPE SDR - 17 8" VAN STONE FLANGE PVC SCH 80 (TYP OF 2) 8"x6" ECCENTRIC REDUCER HDPE SDR - 17 6" VAN STONE FLANGE PVC SCH 80 4" VAN STONE FLANGE PVC SCH 80 4"x3" BASKET STRAINER 3" VAN STONE FLANGE PVC SCH 80 (TYP OF 4) 8" 90° ELBOW PVC SCH 80 8"x3" RED. BUSHING PVC SCH 80 2" VAN STONE FLANGE PVC SCH 80 (TYP) 2" CHECK VALVE 2" BUTTERFLY VALVE PVC SCH 80 HDPE 4" HDPE SDR - 17 FLANGE ADAPTOR HV-101C E-11C HV-102C PI-100C PT-100C CV-106C HV-107C 8" TEE PVC SCH 80 8" BLIND FLANGE PVC SCH 80 (TYP OF 2) 1' - 8" 1' - 10 1/8" 2' - 5 11/16" 2' - 5 5/16" 1' - 4 3/4" P-10C 1/2" 3 WAY VALVE PT-111 8"x4"&4"x1/2" RED. BUSHING PVC SCH 80 4" PRIMING VALVE LS-111 1' - 11 1/8" ELECTRICAL PANEL Level 1 0' - 0" SUMP PUMP 2" CHECK VALVE 2" BALL VALVE 1' - 0" 6" 7 1/4" 9 3/4" 1' - 0" CONNECTION POINT # 8 DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" DEC. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE MECHANICAL SD, SS TH SD, SS SD, SS 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED 08.28.2025 SD,SS SD,SS REVISED PER SALAS O'BRIAN'S REVIEW 12.12.2025 INTAKE BUILDING CUT SECTIONS M-011A 100%DD 3/8" = 1'-0" 1 TRANSFER PUMP SYSTEM CUT SECTION 1 3/8" = 1'-0" 2 TRANSFER PUMP SYSTEM CUT SECTION 2 3/8" = 1'-0" 3 SUMP PUMP PIT CUT SECTION 3 0 06.23.2025 N N TRUE PROJECT D A B C 6 5 4 3 2 1 TECHNOLOGIES GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 100% DD WESTIN ST. JOHN, USVI 2 x 150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE ELECTRICAL ELECTRICAL Sheet Number Sheet Name E-0000 SHEET LIST E-001A RO SYSTEM ONE LINE E-001B INTAKE BUILDING ONE LINE E-002 3 PHASE POWER DIAGRAM MAIN CONTROL PANEL (0-99) E-003 POWER DIAGRAM MAIN CONTROL PANEL (0-99) E-004 CONTROL SCHEMATIC MAIN CONTROL PANEL (0-99) E-400 TRAIN X CONTROL PANEL SCHEMATIC (400-499) E-500 PRE/POST TREATMENT CONTROL PANEL SCHEMATIC (500-599) E-501 PRE/POST TREAT CHEM PUMP CONTROL SCHEMATIC (500-599) E-601 RECEPTACLES LOCATION E-602 ELECTRICAL CABLE PLAN VIEW E-602A ELECTRICAL CABLE CUT SECTIONS E-700 RO SKIDS AND EQUIPMENT ARCHITECT DIAGRAM DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" SEP. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE FABRICATION SD, SS TH SD, SS SD, SS STAMP 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED 08.28.2025 SD,SS SD,SS RE - DESIGN 10.05.2025 RO SYSTEM ONE LINE E-001A 100% DD VFD 480V 3 PH 60HZ 1A POWER MONITOR 125AF 25AT 3P 14A 1A 10 FLA=14A ER BOOSTER PUMP 1 P-41A VFD 14A 10 VFD 96A 75 VFD 96A 75 VFD 14A 10 480V 120V 3KVA MAIN CONTROL PANEL 30AT 1P 6A 290A RO POWER PANEL RO SYSTEM POWER PANEL 480 VOLT, 3 PHASE, 3 WIRE 60HZ 400 AMP MAIN BUS. 3 UG VFD 14A 10 VFD 14A 10 21A 15 TRAIN A CONTROL PANEL TRAIN B CONTROL PANEL PRE/POST TREAT CONT. PANEL 2 #10 1 # 10 GND 15HP SOFT START STARTED 400AF 350AT 3P 125AF 25AT 3P 200AF 150AT 3P 125AF 25AT 3P 125AF 25AT 3P 125AF 25AT 3P 125AF 25AT 3P 125AF 25AT 3P 200AF 150AT 3P 2 #10 1 #12 GND 3 #10 1 # 10 GND 3 #10 1 # 10 GND 3 #2 1 # 6 GND 3 #2 1 # 6 GND 3 #10 1 # 10 GND 3 #10 1 # 10 GND 3 #10 1 # 10 GND 25A 25A 150A 150A 25A 25A 25A VFD CABLE BELDEN 29502 1" VFD CABLE BELDEN 29502 1" VFD CABLE BELDEN 29507 2 1/2" VFD CABLE BELDEN 29507 2 1/2" VFD CABLE BELDEN 29502 1" 29503 VFD CABLE BELDEN 29502 1" VFD CABLE BELDEN 29502 1" FLA=14A ER BOOSTER PUMP 2 P-41B FLA=96A HPP P-40A FLA=96A HPP P-40B FLA=14A FINISHED WATER TRANSFER PUMP 1 P-71A FLA=14A FINISHED WATER TRANSFER PUMP 2 P-71B FLA=14A FINISHED WATER TRANSFER PUMP 3 P-71C FLA=21A CLEANING PUMP P-60 3 #10 1 # 10 GND SA DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" SEP. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE FABRICATION SD, SS TH SD, SS SD, SS STAMP 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED 08.28.2025 SD,SS SD,SS RE - DESIGN 10.05.2025 INTAKE BUILDING ONE LINE E-001B 100% DD 480V 3 PH 60HZ 1A POWER MONITOR 1A VFD 21A 15 VFD 21A 15 480V 120V 2KVA INTAKE CONTROL PANEL 25AF 6A 88A INTAKE POWER PANEL INTAKE SYSTEM POWER PANEL 480 VOLT, 3 PHASE, 3 WIRE 60HZ 200 AMP MAIN BUS. 3 UG 1A 0.6 2 # 12 1 #10 GND 200AF 150AT 3P 125AF 60AT 3P 125AF 5AT 3P 125AF 10AT 3P 125AF 60AT 3P 2 # 12 1 # 12 GND 3 # 8 1 # 8 GND 3 # 8 1 # 8 GND 30A 30A VFD CABLE BELDEN 29503 1 1/2" VFD CABLE BELDEN 29503 1 1/2" FLA=21A INTAKE PUMP P-10A FLA=21A INTAKE PUMP P-10B FLA=0.72A PRIMING PUMP 3 # 14 1 # 12 GND VFD 21A 15 125AF 60AT 3P 3 # 8 1 # 8 GND 30A VFD CABLE BELDEN 29503 1 1/2" FLA=21A INTAKE PUMP P-10C SA DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" SEP. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE FABRICATION SD, SS TH SD, SS SD, SS STAMP 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED 08.28.2025 SD,SS SD,SS RE - DESIGN 10.05.2025 3 PHASE POWER DIAGRAM MAIN CONTROL PANEL (0-99) E-002 100% DD VARIABLE FREQ DRIVE DISC. VARIABLE FREQ DRIVE VARIABLE FREQ DRIVE VARIABLE FREQ DRIVE VARIABLE FREQ DRIVE VARIABLE FREQ DRIVE DISC. DISC. DISC. DISC. DISC. DISC. DISC. DISC. SOFT START STARTER VARIABLE FREQ DRIVE DISC. MAIN CB L1 L2 L3 #2AWG CB40A T1 T2 T3 96 97 98 DANFOSS FC 202 75 350A 150A 10 L1 L2 L3 CB40B T1 T2 T3 96 97 98 DANFOSS FC 202 75 150A #2AWG 10AWG CB41A T1 T2 T3 96 97 98 DANFOSS FC 202 10 25A L1 L2 L3 CB41B T1 T2 T3 96 97 98 DANFOSS FC 202 25A CB7A T1 T2 T3 96 97 98 DANFOSS FC 202 25A CB7B T1 T2 T3 96 97 98 DANFOSS FC 202 25A 10AWG 10AWG 10AWG L2 L3 L1 10 10 10 CB7C 25A T1 T2 T3 96 97 98 DANFOSS FC 202 20 VARIABLE FREQ DRIVE CB10A 60A 8AWG 8AWG 15 10AWG CB60 45A T1 T2 T3 DANFOSS MC 202 T1 T2 T3 96 97 98 DANFOSS FC 202 10AWG T1 T2 T3 96 97 98 DANFOSS FC 202 20 VARIABLE FREQ DRIVE 6AWG 29505 CB10B 60A 8AWG 8AWG L1 L2 L3 BELDEN 29502 VFD CABLE SURGE ARRESTOR HIGH SERVICE PUMP P71C CLEANING PUMP P60 ERI BOOST PUMP P41B ERI BOOST PUMP P41A MEMBRANE FEED PUMP P40B MEMBRANE FEED PUMP P40A BELDEN 29507 VFD CABLE BELDEN 29507 VFD CABLE BELDEN 29502 VFD CABLE BELDEN 29502 VFD CABLE 480V 3 PHASE POWER INTAKE PUMP P10B INTAKE PUMP P10A HIGH SERVICE PUMP P71B HIGH SERVICE PUMP P71A 6AWG 29505 BELDEN 29502 VFD CABLE BELDEN 29502 VFD CABLE DISC. T1 T2 T3 96 97 98 DANFOSS FC 202 20 VARIABLE FREQ DRIVE 6AWG 29505 CB10C 60A 8AWG 8AWG INTAKE PUMP P10C DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" SEP. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE FABRICATION SD, SS TH SD, SS SD, SS STAMP 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED 08.28.2025 SD,SS SD,SS RE - DESIGN 10.05.2025 POWER DIAGRAM MAIN CONTROL PANEL (0-99) E-003 100% DD 1. NOTES: 2. UNLESS OTHERWISE NOTED. PANEL CONTROL WIRING TO BE AS FOLLOWS. DC WIRING TO BE 20 AWG UL STYLE 1007 (BELDEN 9919) OR EQUAL. AC WIRING TO BE 16 AWG MTW OR TFFN. COLORS TO BE: AC HOT - RED AC NEUT - WHITE DC+ - BLUE DC- - YELLOW POWER WIRING TO BE SIZED AS INDICATED. PANEL POWER WIRING TO BE TYPE MTW. LINE LOAD SURGE SUPRESSOR SUP 1 C N0 24 I02 TO PLC INPUT I02 DWG E-004 23 22 6A LIGHT CB28 600 631 1CR 11 14 500VA - + - UPS CLEANING PUMP P60 + SOFT START STARTER XOO OOX OOX 630 4A PLC 37 CB740 HSP FLOW 24 I10 X1 POWER MONITOR A B C 1T UV I01 12AWG 12AWG 12AWG 2 KVA CB03 CONTROL POWER CB02 24 10A 20A TO PLC INPUT I01 DWG E-004 X2 X1 X2 REGULATING XFMR MTD ON SIDE OF ENCL L1 L2 L3 480/120 2 3 22 14AWG CB01 1A CONTROL POWER TRAIN A 421A 422 A 421 B 422 B CONTROL POWER TRAIN B CB23 16A CB421A 6A CB421B 6A L N G L N G 521 522 CONT PWR PRE/POST TREAT CB52 1 16A 721 722 CONTROL POWER DIST CB721 6A 120VAC POWER FROM CB23 DWG E-003 28 CB600 2A A1 A2 N1 N2 TO PLC INPUT I10 DWG E-004 TO 24 VDC DWG E-004 CB37 L N + - CB31 31 42 POWER SUPPLY 24VDC, 2.5A PS1 CB24 24 34 PLC I/O 6A 2A L N + - CB35 35 52 CB38 38 POWER SUPPLY 24VDC, 2.5A PS2 45 6A 2A TOUCH SCREEN CB25 25 INST LOOPS 2A 740 2A FIT 740 13 14 24 I11 722 21 21 21 21 21 21 22 23 22 3 3 32 32 42 42 32 52 52 DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" SEP. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE FABRICATION SD, SS TH SD, SS SD, SS STAMP 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED 08.28.2025 SD,SS SD,SS RE - DESIGN 10.05.2025 CONTROL SCHEMATIC MAIN CONTROL PANEL (0-99) E-004 100% DD Q01 a.0 ADDR ADDR a.1 a.2 a.3 a.4 2L a.5 a.6 a.7 b.0 b.1 POWER MONITOR SURGE SUPPRESSOR SUP1 FAILURE 1L CLEANING JB CLEAN PUMP HOA IN AUTO LINE Q00 NEUT a.0 a.1 a.2 a.3 a.4 I04 I03 I02 I01 I00 a.5 a.6 I06 I05 I14 b.4 24VDC POWER FROM CB24 24 DC INPUT RELAY OUTPUT 1M CR 2 24 42 24VDC POWER CLEANING PUMP P60 RUN CR 1 FROM CB24 I07 a.7 I10 b.0 I11 b.1 I12 b.2 I13 b.3 I15 b.5 E-STOP REMOT E E-STOP 91 90 42 -24VDC SPARE REMOT E E-STOP PLC 6ES7215-1BG40-0XB0 24 42 LSL630 CLEANING PUMP P60 RUNNING Q02 CR 3 SPARE Q03 CR 4 SPARE Q04 CR 5 SPARE DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" SEP. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE FABRICATION SD, SS TH SD, SS SD, SS STAMP 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED 08.28.2025 SD,SS SD,SS RE - DESIGN 10.05.2025 TRAIN X CONTROL PANEL SCHEMATIC (400-499) E-400 100% DD CB400 40 0 CR400 405 OPEN COM CLOSE CB414 14 1 TRAIN FEED VALVE V-400X PERMEATE TO DEGAS VALVE V-414X CR400 CB420 2A CB423 CB640 HIGH PRESSURE CONCENTRATE AIR RELEASE VALVE V-420X CB425 CB426 DISPOSAL WELL FLOW PH TRANSMITTER PERMEATE FLOWMETER CONDUCTIVITY TRANSMITTER CONCENTRATE FLOWMETER BOOST PUMP FLOWMETER ET200S L+ M CB440 CONTINUED FROM E-003 CB400X 440 FIT440X CB442 442 FIT442X CB452 452 CIT452X CB502 50 2 AIT502 2A 2A 2A 2A 421X 422X 407 414 CR414 415 OPEN COM CLOSE 416 12 12 1 2 2 CR414 420 CR420 42 5 OPEN COM CLOSE 426 12 1 2 CR420 2A 2A V V V L N + - POWER SUPPLY 24VDC, 2.5A PS403 42 3 4A 442 640 2A 424 2A 2A INST. LOOP 42 5 426 CB441 441 FIT441X 2A FIT640 ET 200S SIEMENS 6ES7 151-3AA23- OABO I40 I41 1 2 3 4 5 6 7 8 426 442 GND POWER MODULE PM-E SIEMENS 6ES7 138-4CB11-OABO SLOT 1 1 2 3 4 5 6 7 8 DIGITAL MODULE 8 DI SIEMENS 6ES7 131-4BF00- OAAO SLOT 2 24 VOLTS DC FROM PS403 L+ M 426 442 I42 I43 426 442 426 426 426 I44 I46 I45 426 I47 426 426 442 426 426 426 CR Q40 Q41 1 2 3 4 5 6 7 8 DIGITAL MODULE 8 DO SIEMENS 6ES7 132-4BF00- OAAO SLOT 3 Q42 Q43 Q4 4 Q46 Q4 5 Q47 442 442 442 442 442 442 442 442 1 2 3 4 5 6 7 8 426 442 GND POWER MODULE PM-E SIEMENS 6ES7 138-4CB11-OABO SLOT 4 E STOP 400 CR 414 CR 430 CR 420 TRAIN FEED VALVE V-400X PERMEATE TO DEGAS VALVE V-414X HP CONC AIR RELEASE V-420X SPARE 442 442 422 422 422 422 422 422 422 422 422 422 426 11 11 11 14 14 DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" SEP. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE FABRICATION SD, SS TH SD, SS SD, SS STAMP 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED 08.28.2025 SD,SS SD,SS RE - DESIGN 10.05.2025 PRE/POST TREATMENT CONTROL PANEL SCHEMATIC (500-599) E-500 100% DD CB562 CB563 CB564 ET200S L+ M CONTINUED FROM E-201 CB224 26 22 L N + - POWER SUPPLY 24VDC, 2.5A PS-503 511 4A 513 512 2A 2A INST. LOOP 514 515 IM153 I/O ET 200S SIEMENS 6ES7 151-3AA23-OABO 516 517 1 2 3 4 5 6 7 8 515 513 GND POWER MODULE PM-E SIEMENS 6ES7 138-4CB11-OABO SLOT 1 1 2 3 4 5 6 7 8 DIGITAL MODULE 8 DI SIEMENS 6ES7 131-4BF00-OAAO SLOT 2 24 VOLTS DC L+ M 515 513 518 519 515 513 515 515 515 520 522 521 515 523 515 4 515 513 515 515 515 CR 524 525 1 2 3 4 5 6 7 8 DIGITAL MODULE 8 DO SIEMENS 6ES7 132-4BF00-OAAO SLOT 3 526 527 528 530 529 531 513 513 513 513 513 513 513 513 FROM PS503 1 2 3 4 5 6 7 8 515 513 GND POWER MODULE PM-E SIEMENS 6ES7 138-4CB11-OABO SLOT 6 E STOP 55 CR 56 CR 58 CR 57 CR 59 START SCALE INHIBIT PUMP P536A LS600 CB552 2A SCALE INHIBIT PUMP P536A CB553 2A CB554 2A CHLORINE PUMP P553A 501 502 503 22 22 22 CB555 2A CHLORINE PUMP P553B 504 22 CB556 2A SODIUM HYDROXIDE PUMP P554A 505 22 CB557 2A 506 22 CB558 2A CALCIUM CHLORIDE PUMP P555A 507 22 CB559 2A 508 22 CB560 2A SODIUM BICARBINATE PUMP P556A 509 22 CB561 2A 510 22 SCALE INHIBIT PUMP P536B SODIUM HYDROXIDE PUMP P554B CALCIUM CHLORIDE PUMP P555B SODIUM BICARBINATE PUMP P556B CR 50 CR 51 CR 52 PULSE SCALE INHIBIT PUMP P536A (OPTICAL) START CHLORINE PUMP P553A PULSE CHLORINE PUMP P553A START CHLORINE PUMP P553B PULSE CHLORINE PUMP P553B START SCALE INHIBIT PUMP P536B PULSE SCALE INHIBIT PUMP P-536B CR 532 533 1 2 3 4 5 6 7 8 DIGITAL MODULE 8 DO SIEMENS 6ES7 132-4BF00-OAAO SLOT 4 534 535 536 538 537 539 513 513 513 513 513 513 513 513 53 CR 54 CR 56 CR 55 CR 57 START SODIUM HYDROX PUMP P554A CR 58 CR 5 9 CR 50 (OPTICAL) START CALCIUM CHLORIDE PUMP P555A PULSE SODIUM HYDROX PUMP P554A START SODIUM HYDROX PUMP P554B PULSE SODIUM HYDROX PUMP P554B PULSE CALCIUM CHLORIDE PUMP P-555A START CALCIUM CHLORIDE PUMP P555B PULSE CALCIUM CHLORIDE PUMP P-555B (OPTICAL) (OPTICAL) (OPTICAL) (OPTICAL) (OPTICAL) (OPTICAL) CR 540 541 1 2 3 4 5 6 7 8 DIGITAL MODULE 8 DO SIEMENS 6ES7 132-4BF00-OAAO SLOT 5 542 543 544 546 545 547 513 513 513 513 513 513 513 513 41 CR 42 CR 44 CR 43 START SODIUM BICARB PUMP P556A (OPTICAL) PULSE SODIUM BICARB PUMP P556A START SODIUM BICARB PUMP P556B PULSE SODIUM BICARB PUMP P556B (OPTICAL) 514 515 513 513 DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" SEP. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE FABRICATION SD, SS TH SD, SS SD, SS STAMP 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED 08.28.2025 SD,SS SD,SS RE - DESIGN 10.05.2025 PRE/POST TREAT CHEM PUMP CONTROL SCHEMATIC (500-599) E-501 100% DD BRN WHT PIN 1 RUN 2 PULSE 3 BLK 4 COMMON 14 14 SCALE INHIBITOR CR536A-R CR536A-P PUMP P536A 11 11 ALARM CABLE PRE / POST TREAT CP PWR CABLE RED WHT GRN 501 22 GRN 570 571 572 572 572 LOCATED IN CONTROL PANEL BRN WHT PIN 1 RUN 2 PULSE 3 BLK 4 COMMON 14 14 CR536A-R CR536A-P PUMP P536B 11 11 ALARM CABLE PWR CABLE RED WHT GRN 502 22 GRN 574 575 576 576 576 LOCATED IN CONTROL PANEL BRN WHT PIN 1 RUN 2 PULSE 3 BLK 4 COMMON 14 14 CHLORINE CR553A-R CR553A-P PUMP P553A 11 11 ALARM CABLE PWR CABLE RED WHT GRN 503 22 GRN 579 580 581 581 581 LOCATED IN CONTROL PANEL BRN WHT PIN 1 RUN 2 PULSE 3 BLK 4 COMMON 14 14 CR553B-R CR553B-P PUMP P553B 11 11 ALARM CABLE PWR CABLE RED WHT GRN 504 22 GRN 582 583 584 584 584 LOCATED IN CONTROL PANEL BRN WHT PIN 1 RUN 2 PULSE 3 BLK 4 COMMON 14 14 SODIUM HYDROXIDE CR554A-R CR554A-P PUMP P554A 11 11 ALARM CABLE PWR CABLE RED WHT GRN 505 22 GRN 585 586 587 587 587 LOCATED IN CONTROL PANEL BRN WHT PIN 1 RUN 2 PULSE 3 BLK 4 COMMON 14 14 CR554B-R CR554B-P PUMP P554B 11 11 ALARM CABLE PWR CABLE RED WHT GRN 506 22 GRN 588 589 590 590 590 LOCATED IN CONTROL PANEL BRN WHT PIN 1 RUN 2 PULSE 3 BLK 4 COMMON 14 14 CALCIUM CHLORIDE CR555A-R CR555A-P PUMP P555A 11 11 ALARM CABLE PWR CABLE RED WHT GRN 507 22 GRN 591 592 593 593 593 LOCATED IN CONTROL PANEL BRN WHT PIN 1 RUN 2 PULSE 3 BLK 4 COMMON 14 14 CR555B-R CR555B-P 11 11 ALARM CABLE PWR CABLE RED WHT GRN 508 22 GRN 594 595 596 596 596 LOCATED IN CONTROL PANEL BRN WHT PIN 1 RUN 2 PULSE 3 BLK 4 COMMON 14 14 SODIUM BICARBINATE CR556A-R CR556A-P PUMP P556A 11 11 ALARM CABLE PWR CABLE RED WHT GRN 509 22 GRN 597 598 599 599 599 LOCATED IN CONTROL PANEL BRN WHT PIN 1 RUN 2 PULSE 3 BLK 4 COMMON 14 14 CR556A-R CR556A-R 11 11 ALARM CABLE PWR CABLE RED WHT GRN 510 22 GRN 500 501 502 502 502 LOCATED IN CONTROL PANEL SCALE INHIBITOR CHLORINE SODIUM HYDROXIDE CALCIUM CHLORIDE PUMP P555B SODIUM BICARBINATE PUMP P556A PRE / POST TREAT CP PRE / POST TREAT CP PRE / POST TREAT CP MCC OFFICE/LAB STORAGE TRENCH RO PLANT LA (TYP OF 14) ELEVATION FROM FF LEVEL = 5'-0" TLT CISTERN A CISTERN B 4' - 5 5/8" 8' - 0" 18' - 0" 2' - 6" 2' - 6" 28' - 3" 1' - 7" 12' - 3" 12' - 8" 3' - 9" 31' - 0" 21' - 6" 9' - 2" 4' - 11" 4' - 8" DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" SEP. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE FABRICATION SD, SS TH SD, SS SD, SS STAMP 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED 08.28.2025 SD,SS SD,SS RE - DESIGN 10.05.2025 RECEPTACLES LOCATION E-601 100% DD 1/8" = 1'-0" 1 OVERALL RECEPTACLES LAYOUT MCC OFFICE/LAB STORAGE TRENCH RO PLANT DROP TO RO SKID PUMP DROP TO RO SKID PUMP DROP TO RO SKID PUMP DROP TO RO SKID PUMP DROP TO RO CHEMICAL INJECTION SYSTEM DROP TO TRANSFER PUMPS AND CIP SYSEM DROP TO ELECTRICAL GEAR 1' - 0" 55' - 4 1/4" 1' - 1 1/2" 27' - 5 3/8" 1' - 0" 5' - 0 1/4" 1' - 0" 1' - 0" 21' - 2" 1' - 0" 1 E-602A 2 E-602A 3 E-602A 4 E-602A 5 E-602A 12"x4" CABLE TRAY (INSTALL CABLE TRAY OVER RO SYSTEM PIPE) TLT CISTERN A CISTERN B 15' - 11 15/16" 11' - 4" DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" SEP. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE FABRICATION SD, SS TH SD, SS SD, SS STAMP 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED 08.28.2025 SD,SS SD,SS RE - DESIGN 10.05.2025 ELECTRICAL CABLE PLAN VIEW E-602 100% DD 1/8" = 1'-0" 1 CABLE TRAY - PLAN VIEW 11' - 1" 4" 12"x4" CABLE TRAY 14'-7 3/16" RO PLANT 9'-7 3/16" CISTERN 10' - 4 9/16" 11' - 10" 4" 11' - 2" 4" 12" x4" CABLE TRAY 14'-7 3/16" RO PLANT 9'-7 3/16" CISTERN 5' - 9 9/16" 11' - 10" 14'-7 3/16" RO PLANT 9'-7 3/16" CISTERN 11' - 10" 7' - 0 11/16" 14'-7 3/16" RO PLANT 11' - 10" 14'-7 3/16" RO PLANT 9'-7 3/16" CISTERN 11' - 10" 6 5/8" 3' - 5" DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" SEP. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE FABRICATION SD, SS TH SD, SS SD, SS STAMP 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED 08.28.2025 SD,SS SD,SS RE - DESIGN 10.05.2025 ELECTRICAL CABLE CUT SECTIONS E-602A 100% DD 3/16" = 1'-0" 1 CABLE TRAY DROP TO RO PUMPS ELEVATION VIEW 3/16" = 1'-0" 2 CABLE TRAY DROP TO RO SKID ELEVATION VIEW 3/16" = 1'-0" 3 CABLE TRAY DROP TO ELECTRICAL GEAR ELEVATION VIEW 3/16" = 1'-0" 4 CABLE TRAY DROP TO CIP AND TRANSFER PUMP SYSTEM ELEVATION VIEW 3/16" = 1'-0" 5 CABLE TRAY DROP TO RO CHEMICAL INJECTION SYSTEM DSGN DR CHK APVD D A B C 6 5 4 3 2 1 MAKING EVERY DROP COUNT GAINESVILLE, FLORIDA - CERTIFICATE OF AUTHORIZATION #9026 VERIFY SCALE DATE NO. REVISION APVD BY NO. DWG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. PROJ NO. 0" 1" SEP. 2025 02-103-106 WESTIN ST. JOHN ST. JOHN, USVI 2x150K GPD SEAWATER REVERSE OSMOSIS PLANT FROM OPEN SEA INTAKE FABRICATION SD, SS TH SD, SS SD, SS STAMP 1 07.07.2025 2 SD,SS SD,SS SD,SS SD,SS 07.18.2025 3 SD,SS SD,SS 4 SCOPE BOUNDARY ADDED AND MODIFIED CISTERN PER DESIGN CHANGES, C-004A ADDED 08.28.2025 SD,SS SD,SS RE - DESIGN 10.05.2025 RO SKIDS AND EQUIPMENT ARCHITECT DIAGRAM E-700 100% DD SWRO HMI 1 TP 1200 COMFORT SWRO PLC CPU 1511-1 PN SWRO HMI 2 TP 1200 COMFORT P-10A VFD SINAMICS G120 SWRO PLC P-10B VFD SINAMICS G120 SWRO PLC P-41A VFD SINAMICS G120 SWRO PLC INTAKE IM 155-6PN ST SWRO PLC TRAIN A IM 155-6PN ST SWRO PLC P-10C VFD SINAMICS G120 SWRO PLC P-41B VFD SINAMICS G120 SWRO PLC P-41C VFD SINAMICS G120 SWRO PLC TRAIN B IM 155-6PN ST SWRO PLC P-40A VFD SINAMICS G120 SWRO PLC P-40B VFD SINAMICS G120 SWRO PLC P-71B VFD SINAMICS G120 SWRO PLC P-71C VFD SINAMICS G120 SWRO PLC P-60SS VFD SINAMICS G120 SWRO PLC