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[ CO D E 2 ] CODE 2 DESIGN PHASE REPORT AUGUST 2025 ST. THOMAS, U.S. VIRGIN ISLANDS REBUILDING A LEGACY OF RESILIENCE EMANUEL BENJAMIN OLIVER PK-8 SCHOOL TABLE OF CONTENTS 1.0 INTRODUCTION A. Purpose B. Goals and Objectives C. Summary 2.0 BACKGROUND A. Existing Facility 3.0 REQUIREMENT/ PROGRAM TABULATION 4.0 CONCEPTUAL BUILDING DESIGN A. Conceptual Building Design Summary 5.0 CONCEPTUAL SITE PLAN A. Site Plan Summary B. Phasing C. Demolition D. Site Plan Graphics 6.0 ENVIRONMENTAL HAZARDS A. Environmental Assessment B. Flood Plans C. Cultural Resources D. Wetlands E. Critical Zones/ Buffer F. Vegetation G. Operations Constraints H. Hazardous Material Storage 7.0 SUPPORTING INFRASTRUCTURE A. Site Preparation and Grading B. Structural - Loads & Seismic C. Heating / Ventilation / Air Conditioning D. Plumbing E. Water/ Sewer/ Gas F. Electrical G. Communications H. Fire Protection I. Storm Drain and Storm Water Management J. Pavements K. Transitional Structures and Spaces 8.0 SAFETY / SECURITY A. Safety / Security 9.0 SUMMARY OF SCOPE CHANGES 10. SPECIFICATIONS APPENDICES 03 03 03 03 04 04 06 11 11 18 18 19 19 20 21 21 21 21 22 21 22 22 22 23 23 24 26 31 35 36 47 52 54 54 54 55 55 58 59 69 DESIGN PHASE REPORT AUGUST 2025 [ [ OLIVER PK-8 SCHOOL CO D E 2 [ [ AT ST. THOMAS, U.S. VIRGIN ISLANDS OLIVER PK-8 SCHOOL INTRODUCTION 1.0 INTRODUCTION A. PURPOSE This report provides a basis for understanding project development history, requirements tabulation, and conceptual execution strategy for the proposed replacement of the Emanuel Benjamin Oliver PK- 8 School in St. Thomas, U.S. Virgin Islands. Active involvement by the user during all phases of project development, design, and construction is essential to ensure the facility meets all Virgin Islands Department of Education (VIDE) criteria, functional and master plan requirements. The following design assumptions were used to establish a basis for the programming cost estimate only. The design assumptions are not intended to be prescriptive and are included to provide confirmation of the program site and serve as the basis for the cost estimate confirmation. B. GOALS AND OBJECTIVES The goal of VIDE is to design schools to meet 21st century learning objectives to include innovation in education, curriculum delivery, use of technology, and the requirements for resiliency, sustainability, and energy conservation. VIDE requires schools of the future to be flexible and adaptable, allowing adjustments to new and innovative ways to deliver instruction and meet the needs of all students. A focus on quality, resiliency, and value must be maintained throughout the project including design and construction. The ultimate objectives for VIDE in partnership with the Virgin Islands Office of Disaster Recovery within the Virgin Islands Public Finance Authority, are to deliver the project on time, within available funds, and in a safe manner that satisfies the needs of students, faculty, and families of the territory. C. SUMMARY In the process of meeting the goals and objectives defined above and below with VIDE’s mission and vision, the PDT were able to accomplish the following tasks so as to move this important project forward:  Program + Scope Confirmation  Site Horizontal Control Confirmation  Plan Horizontal Control Confirmation  Aesthetic Approach Confirmation VIDE Mission Statement The Virgin Islands Department of Education (VIDE) provides a safe and nurturing environment, high quality instruction, and continuous support so ALL students succeed in college and careers as citizens in a globally diverse world. VIDE Vision The VIDE embraces ALL students and empowers them to achieve their fullest potential. OLIVER PK-8 SCHOOL BACKGROUND 2.0 BACKGROUND A. EXISTING FACILITY Emanuel Benjamin Oliver PK-8 School is not operational due to sustained damage. It’s intended location is the former site of the EB Oliver Elementary School located in St. Thomas, US Virgin Islands. The original academic buildings were constructed in 1962 and have not been functioning for over seven years. Due to its being out of use, there is no current Space Curricula Alignment Indicator (SCAI) measuring the ability to be a community resource, stimulating architecture, safe and secure supervision and security, learning environments that connects flexibility and comfort and health. The findings of the PDT (Planning Design Team) are consistent with this recommendation based on site observation for the entire facility to be demolished. The planned new facility will allow for the intended development of a new Educational Pre-K to 8th grade configuration and to deliver a project- based 21st Century curriculum. As outlined above, the total area of the existing permanent facilities is approximately 58,000 SF. The total area of the existing relocatable / temporary facilities is approximately 0 SF. The following permanent buildings are recommended to remain: No existing facilities (0 SF). Existing School Site Aerial RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services Code 3 – Planning Charrette Meeting Notes See additional meeting notes in blue. PARCEL LEGEND A Property I 105604031600 Address 148-325 ANNAS RETREAT NEW QTR Owner GOVERNMENT OF THE V.I. Address 8100 Lindbergh Bay 61 St Thomas VI 00802 B Property ID 105604030200 Address 6A ESTATE ANNAS RETREAT NEW QUARTEROwner GOVERNMENT OF THE V.I. Address 8100 Lindbergh Bay 61 St Thomas VI 00802 C Property ID 105604036400 Address 148-324A ANNAS RETREAT NEW QTR. Owner GOVERNMENT OF THE V.I. Address 8100 Lindbergh Bay 61 St Thomas VI 00802 D Property ID 105604026300 Address 148-324 ANNAS RETREAT NEW QTR. Owner RIZZOLO BART Address 3140 S BRONCO ST , LAS VEGAS NV 89146 E Property ID 105603013800 Address 27 ESTATE CHARLOTTE AMALIE NO.3 NEW QTR Owner HARTHMAN LEASING II LLLP Address PO BOX 503330 , ST. THOMAS VI 00805 F Property ID 105604031200 Address 5A ANNAS RETREAT NEW QTR Owner STEELE ANNA'S RETREAT LLC Address 4026 Annas Retreat , St Thomas VI 00802 G Property ID 105604031400 Address ANNAS RETREAT 2&2H No.1 NEW QTR. Owner Professional Des and 2-H & Rem 2 Annas Retreat LLC Address PO Box 304062 , St Thomas VI 00803 H Property ID 105604031500 Address EST. ANNAS RETREAT 6-1 NEW QTR. Owner EMMANUEL BAPTIST CHURCH INC Address P.O.BOX 3539 , ST THOMAS VI 00801 I Property ID 105604030100 Address ANNAS RETREAT 6-2 NEW QTR Owner EMMANUEL BAPTIST CHURCH INC Address P.O.BOX 3539 , ST THOMAS VI 00801 J Property ID 105604023800 Address 148-297 ANNA'S RETREAT NEW QTR Owner ABRAHAM OSWIN & M. A Address PO Box 502811 , St Thomas VI 00805 K Property ID 105604025000 Address ANNAS RETREAT 148-259 NEW QTR Owner MINERVA V BERNIER AND ELLEN A DANIEL Address 701 MC GLAUGHLIN RD , FAIRFIELD PA 17320 VIDE Public Schools: Modernization / Expansion Projects on the Islands St. Thomas – Emanuel Benjamin Oliver PreK-8 School - Replacement Site Boundary? VI Housing Finance Authority Private Ownership Unknown Government of the VI GRAPHIC LEGEND A B D E F C G J I H K PARCEL INFORMATION: https://usvi.mapgeo.io/datasets/stt-properties?abuttersDistance=120&latlng=18.344529%2C-64.936122&previewId=105302250700&zoom=19 3 April 2025: Full parcel boundary identified, however only topo in planned development area (red line). SITE CONFIRMED OLIVER PK-8 SCHOOL REQUIREMENT / PROGRAM TABULATIONS 3.0 REQUIREMENT / PROGRAM TABULATION A. REQUIREMENT / AUTHORIZATIONS TABULATION The proposed replacement of the Oliver PK-8 School has a projected population of 487 students Specifications for the spaces planned. The school is authorized to include a range from 68,500 to 73,900 gross square feet (GSF) with exterior covered areas. The intent for the re-programming of the facility is to: 1) accommodate the change to a PK-8 educational model; and 2) bring the facilities in alignment with VIDE’s curriculum delivery requirements for 21st Century project-based learning and teaching pedagogy. For the purpose of evaluating programming requirements, a model PK-8 program (1,070 Student Stations) was developed and provided by VIDE for determining the standards by which the programming shall be based for the planned curriculum delivery. This model was adapted, as demonstrated below, to be specific to the school facilities’ capabilities and determine a new final capacity. All modifications are denoted for clarity in developing the final approved program. Please see detailed program included herein. Note: Final facility area will be per the facility design. The final program area will be updated with the next phase of design development. U.S. Virgin Islands PK-8 Program of Spaces US VIRGIN ISLANDS OLIVER PK-8 PROGRAM ANALYSIS U.S. Virgin Islands PK-8 Planning Program Program Area Summary Delta Delta 1.0 Administration 6,650 0 5,075 5,075 #DIV/0! 0 0 2.0 Core Academic 64,925 1,086 20,060 20,060 #DIV/0! 397 397 3.0 Elective Spaces 6,825 155 3,200 3,200 #DIV/0! 60 60 4.0 Media Center 5,250 0 4,200 4,200 #DIV/0! 0 0 5.0 SPED Services 0 #DIV/0! 0 0 6.0 Food Service 12,125 0 7,925 7,925 #DIV/0! 0 0 7.0 Physical Education 18,100 30 12,500 12,500 #DIV/0! 30 30 8.0 Building Support 1,775 0 1,775 1,775 #DIV/0! 0 0 Total Useable Area (Net Square Feet- NSF): 1,271 54,735 54,735 #DIV/0! 487 487 General Building Area: Walls, Partitions, Mech. Elec., Circula 13,684 25% 13,684 #DIV/0! Total Building Area (Gross Square Feet- GSF): 68,419 140 68,419 #DIV/0! -2.0% -1,375 (SF BELOW 69,794) *Additional Covered Outdoor Learning Spaces 10% 10% 5,474 TOTAL BUILDING AREA WITH OUTDOOR LEARNING 156,128 1,271 73,892 73,892 #DIV/0! 487 487 ## 18 1.0 Administration 6,650 5.8% 5,075 9.3% -1,575 #DIV/0! 0 0 1.1 Administration Offices Main School Lobby 1 350 350 225 225 -125 -35.71% #VALUE! This includes safe & secure vestibule. - Reduction accepted. Toilet 1 75 75 75 75 0 0.00% #VALUE! This includes safe & secure vestibule Secure Vestibule 0 0 0 #DIV/0! 0 Reception/Office 1 750 750 500 500 -250 -33.33% #VALUE! Reduction accepted. Secretary/Bookeeper Office 0 0 0 #DIV/0! 0 Principal Office 1 175 175 175 175 0 0.00% 0 Toilet 1 75 75 75 75 0 0.00% #VALUE! This includes safe & secure vestibule Assistant Principal Office 2 150 300 150 300 0 0.00% #VALUE! Reduction not accepted. Conference Room 1 200 200 200 200 0 0.00% 0 Staff Work/Mail 1 375 375 375 375 0 0.00% 0 Faculty Lounge 1 375 375 375 375 0 0.00% 0 SRO Office 1 150 150 150 150 0 0.00% 0 Monitors' Office 1 150 150 150 150 0 0.00% 0 Staff Toilet 1 75 75 75 75 0 0.00% 0 Mother's Room 1 75 75 75 75 0 0.00% 0 Office Supply Storage 1 75 75 75 75 0 0.00% 0 Parent Center (Phone Rooms?) 1 325 325 150 150 -175 -53.85% #VALUE! Reduction accepted. IT/AV 1 50 50 50 50 0 0.00% 0 Storage 1 50 50 50 50 0 0.00% 0 Mechanical 1 275 275 150 150 -125 -45.45% 0 Subtotal 3,900 0 3,225 -675 #DIV/0! 0 #VALUE! 1.2 Student Services Reception/Guidance Clerk 1 200 200 125 125 -75 -37.50% #VALUE! Reduction accepted. Counselor's Office 2 150 300 125 250 -50 -16.67% #VALUE! Reduction accepted. Registrar's Office 1 150 150 125 125 -25 -16.67% #VALUE! Reduction accepted. Time-Out/Tardy Room 2 375 750 150 150 -600 -80.00% #VALUE! Reduction accepted. Speech Therapy 1 250 250 250 250 0 0.00% 0 Records Room 1 125 125 125 125 0 0.00% 0 Conference Room 1 200 200 150 150 -50 -25.00% #VALUE! Reduction accepted. Staff Toilet 1 75 75 75 75 0 0.00% 0 Subtotal 2,050 0 1,250 -800 #DIV/0! 0 #VALUE! 1.3 Health Clinic Exam/Cot 1 300 300 1 100 100 -200 -66.67% #VALUE! Reduction accepted. Office 1 125 125 1 125 125 0 0.00% 0 Infirmary 1 175 175 1 275 275 100 57.14% #VALUE! Increase accepted - to be confirmed in design. Toilet 1 100 100 1 100 100 0 0.00% #VALUE! Include shower - ADA Subtotal 700 0 600 -100 #DIV/0! 0 #VALUE! 1 NOTES 1 1 0 1 1 Total Area (nsf) Requirement Delta # of Teacher Stations # of Students per Teaching Station Learning Community Functional Capacity Delta STUDENT STATIONS (S.S. ABOVE 469) CODE 3 CHARRETTE - CONFIRMED PROGRAM (VIDE REDUCED PROGRAM 6/26/2025) RFP Planning Program Actual Capacity eline ARevised 10/25/2023 1,070 Target Capacity DESIGN PARAMETERS Revised 7/21/2025 469 Target Capacity PROGRAM WITH REDUCED STUDENT STATIONS #REF! 115,650 #REF! 25% of Net SF 28,913 #REF! 144,563 10% of Net SF 11,565 STUDENT STATIONS BASE PROGRAM Base Program ning Prog RFP - Planning Program Functional Capacity Description of Program, Department, or Unit Total Area (nsf) Requir ement # of Units Unit Area (nsf) Total Area (nsf) Requirement # of Teacher Stations # of Students per Teaching Station Learning Community Functional Capacity # of Units Unit Area (nsf) 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 (12,350.00) (15,437.50) *Based on Industry standards that include outdoor circulation U.S. Virgin Islands PK-8 Program of Spaces NOTES Total Area (nsf) Requirement Delta # of Teacher Stations # of Students per Teaching Station Learning Community Functional Capacity Delta CODE 3 CHARRETTE - CONFIRMED PROGRAM (VIDE REDUCED PROGRAM 6/26/2025) RFP Planning Program Actual Capacity BASE PROGRAM Base Program ning Prog RFP - Planning Program Functional Capacity Description of Program, Department, or Unit Total Area (nsf) Requir ement # of Units Unit Area (nsf) Total Area (nsf) Requirement # of Teacher Stations # of Students per Teaching Station Learning Community Functional Capacity # of Units Unit Area (nsf) 2.0 Core Academic 64,925 20,060 -44,865 397 #VALUE! 2.1 Pre-K Core Academic Pre-K Learning Suite--Classroom w/RR 2 1,200 2,400 2 17 34 0 1,200 0 -2,400 -100.00% 0 17 0 #VALUE! Combined in SLC. Multipurpose/Gross Motor 1 1,700 1,700 0 1,700 0 -1,700 -100.00% #VALUE! Removed gross motor skills dedicated space for PK - Combined with SLC. Toilet 1 50 50 0 50 0 -50 -100.00% #VALUE! Restroom per room accepted. Teacher Planning 1 350 350 0 200 0 -350 -100.00% #VALUE! Reduction / removal accepted with number of staff. Toilet 1 50 50 0 50 0 -50 -100.00% 0 Storage 1 75 75 0 75 0 -75 -100.00% 0 IT/AV 1 75 75 0 75 0 -75 -100.00% 0 Mechanical 1 275 275 0 150 0 -275 -100.00% #VALUE! Reduction accepted - confirm in design. Outdoor Learning Space 0 0 0 #DIV/0! 0 Subtotal 4,975 34 0 -4,975 #DIV/0! 0 #VALUE! 2.2 Elementary Core Academic Learning Suite 1-- Classroom w/RR (Pre-K) 1 1,200 1,200 1,200 #DIV/0! 1 17 17 #VALUE! Classrooms to be standard size in parity with territory PK-8 classrooms. Reduced to 1. Learning Suite 1-- Classroom w/RR (Kinder) 1 1,200 1,200 1 25 25 1 1,200 1,200 0 0.00% 1 25 25 #VALUE! Classrooms to be standard size in parity with territory PK-8 classrooms. Reduced to 1. Learning Suite 1-- Classroom (1st-5th) 5 850 4,250 5 30 150 5 850 4,250 0 0.00% 5 30 150 #VALUE! Classrooms to be standard size in parity with territory PK-8 classrooms. (Added 1 Flex to stack.) Open Collaboration Space 2 1,200 2,400 1 1,200 1,200 -1,200 -50.00% #VALUE! Standard size in parity with territory PK-8 grade level programs. Small Group Instruction 2 125 250 1 -125 -125 -375 -150.00% #VALUE! Reduction accepted. Distance Learning 1 125 125 1 125 125 0 0.00% 0 Teacher Planning (Future Classroom Expansion) 1 500 500 1 850 850 350 70.00% #VALUE! Standardized with the classroom size for flexibility in future. Toilet 1 50 50 2 50 100 50 100.00% 0 Office 1 75 75 1 75 75 0 0.00% 0 Student Restrooms 2 250 500 2 150 300 -200 -40.00% #VALUE! Reduction accepted. Toilet 1 75 75 0 75 0 -75 -100.00% 0 Custodial 1 75 75 1 75 75 0 0.00% 0 Storage 1 325 325 1 150 150 -175 -53.85% #VALUE! Reduction accepted. MEP/IT 1 325 325 1 200 200 -125 -38.46% #VALUE! Reduction accepted. Shared Outdoor Learning Space #1 0 0 0 0 #DIV/0! 0 0 Learning Suite 2-- Classroom w/RR (SPED) 1 1,200 1,200 1 25 25 0 1,200 0 -1,200 -100.00% 0 25 0 #VALUE! Footprint entitlement approval only. Storage 1 125 125 0 125 0 -125 -100.00% #VALUE! Footprint entitlement approval only. Learning Suite 2-- Classroom (1st-5th) 5 850 4,250 5 30 150 0 850 0 -4,250 -100.00% 0 30 0 #VALUE! Footprint entitlement approval only. Open Collaboration Space 2 1,200 2,400 0 1,200 0 -2,400 -100.00% #VALUE! Footprint entitlement approval only. Small Group Instruction 2 125 250 0 125 0 -250 -100.00% #VALUE! Footprint entitlement approval only. Teacher Planning (Future Classroom Expansion) 1 500 500 0 850 0 -500 -100.00% #VALUE! Footprint entitlement approval only. Toilet 1 50 50 0 50 0 -50 -100.00% 0 Footprint entitlement approval only. Office 1 75 75 0 75 0 -75 -100.00% 0 Footprint entitlement approval only. Student Restrooms 2 250 500 0 150 0 -500 -100.00% #VALUE! Footprint entitlement approval only. Toilet 1 75 75 0 75 0 -75 -100.00% 0 Footprint entitlement approval only. Custodial 1 75 75 0 75 0 -75 -100.00% 0 Footprint entitlement approval only. Storage 1 325 325 0 150 0 -325 -100.00% #VALUE! Footprint entitlement approval only. MEP/Water Heater 1 325 325 0 200 0 -325 -100.00% #VALUE! Footprint entitlement approval only. Shared Outdoor Learning Space #2 0 0 0 0 #DIV/0! 0 Footprint entitlement approval only. 0 Learning Suite 3-- Classroom w/RR (Kinder) 1 1,200 1,200 1 25 25 0 1,200 0 -1,200 #DIV/0! 0 25 0 #VALUE! Removed with Student Station Reduction - Accepted. Learning Suite 3-- Classroom (1st-5th) 5 850 4,250 5 30 150 0 850 0 -4,250 #DIV/0! 0 30 0 #VALUE! Removed with Student Station Reduction - Accepted. Open Collaboration Space 2 1,200 2,400 0 1,200 0 -2,400 #DIV/0! #VALUE! Removed with Student Station Reduction - Accepted. Small Group Instruction 2 125 250 0 125 0 -250 #DIV/0! #VALUE! Removed with Student Station Reduction - Accepted. Distance Learning 1 125 125 0 125 0 -125 #DIV/0! #VALUE! Removed with Student Station Reduction - Accepted. Teacher Planning 1 500 500 0 850 0 -500 #DIV/0! #VALUE! Removed with Student Station Reduction - Accepted. Toilet 1 50 50 0 50 0 -50 #DIV/0! #VALUE! Removed with Student Station Reduction - Accepted. Office 1 75 75 0 75 0 -75 #DIV/0! #VALUE! Removed with Student Station Reduction - Accepted. Student Restrooms 2 250 500 0 150 0 -500 #DIV/0! #VALUE! Removed with Student Station Reduction - Accepted. Toilet 1 75 75 0 75 0 -75 #DIV/0! #VALUE! Removed with Student Station Reduction - Accepted. Custodial 1 75 75 0 75 0 -75 #DIV/0! #VALUE! Removed with Student Station Reduction - Accepted. Storage 1 325 325 0 150 0 -325 #DIV/0! #VALUE! Removed with Student Station Reduction - Accepted. MEP/IT 1 325 325 0 200 0 -325 #DIV/0! #VALUE! Removed with Student Station Reduction - Accepted. Shared Outdoor Learning Space #3 0 50 0 0 #DIV/0! #VALUE! Removed with Student Station Reduction - Accepted. Learning Suite 4-- Classroom w/RR (SPED) 1 1,200 1,200 1 25 25 0 1,200 0 -1,200 #DIV/0! 0 25 0 #VALUE! Removed with Student Station Reduction - Accepted. Storage 1 125 125 0 125 0 -125 #DIV/0! #VALUE! Removed with Student Station Reduction - Accepted. Learning Suite 24-- Classroom (1st-5th) 5 850 4,250 5 30 150 0 850 0 -4,250 #DIV/0! 0 30 0 #VALUE! Removed with Student Station Reduction - Accepted. Open Collaboration Space 2 1,200 2,400 0 1,200 0 -2,400 #DIV/0! #VALUE! Removed with Student Station Reduction - Accepted. Small Group Instruction 2 125 250 0 125 0 -250 #DIV/0! #VALUE! Removed with Student Station Reduction - Accepted. Distance Learning 0 0 0 0 #DIV/0! #VALUE! Removed with Student Station Reduction - Accepted. Teacher Planning 1 500 500 0 850 0 -500 #DIV/0! #VALUE! Removed with Student Station Reduction - Accepted. Toilet 1 50 50 0 50 0 -50 #DIV/0! #VALUE! Removed with Student Station Reduction - Accepted. Office 1 75 75 0 75 0 -75 #DIV/0! #VALUE! Removed with Student Station Reduction - Accepted. Student Restrooms 2 250 500 0 250 0 -500 #DIV/0! #VALUE! Removed with Student Station Reduction - Accepted. Toilet 1 75 75 0 75 0 -75 #DIV/0! #VALUE! Removed with Student Station Reduction - Accepted. Custodial 1 75 75 0 75 0 -75 #DIV/0! #VALUE! Removed with Student Station Reduction - Accepted. Storage 1 325 325 0 150 0 -325 #DIV/0! #VALUE! Removed with Student Station Reduction - Accepted. MEP/IT 1 325 325 0 200 0 -325 #DIV/0! #VALUE! Removed with Student Station Reduction - Accepted. Shared Outdoor Learning Space #4 0 0 0 0 #DIV/0! #VALUE! Removed with Student Station Reduction - Accepted. Subtotal 40,600 700 9,600 -31,000 #DIV/0! 192 #VALUE! SMALL LEARNING COMMUNITY SMALL LEARNING COMMUNITY DEDUCT ALTERNATE SMALL LEARNING COMMUNITY SMALL LEARNING COMMUNITY SMALL LEARNING COMMUNITY U.S. Virgin Islands PK-8 Program of Spaces NOTES Total Area (nsf) Requirement Delta # of Teacher Stations # of Students per Teaching Station Learning Community Functional Capacity Delta CODE 3 CHARRETTE - CONFIRMED PROGRAM (VIDE REDUCED PROGRAM 6/26/2025) RFP Planning Program Actual Capacity BASE PROGRAM Base Program ning Prog RFP - Planning Program Functional Capacity Description of Program, Department, or Unit Total Area (nsf) Requir ement # of Units Unit Area (nsf) Total Area (nsf) Requirement # of Teacher Stations # of Students per Teaching Station Learning Community Functional Capacity # of Units Unit Area (nsf) 2.3 Middle School Core Academic Learning Suite-- Studio (4th-5th) 2 850 1,700 1,700 #DIV/0! 2 30 60 60 Reduced numbers of students accepted. Size of classrooms standardized. Learning Suite-- Studio (6th-8th) 8 850 6,800 8 30 240 3 850 2,550 -4,250 #DIV/0! 3 30 90 #VALUE! Reduced numbers of students accepted. Size of classrooms stnadardized. Learning Suite-- Studio w/RR (SPED) 1 1,200 1,200 1 25 25 1 1,200 1,200 0 #DIV/0! 1 25 25 #VALUE! Science Learning Suite-- Science Colab 1 2,000 2,000 1 27 27 0 2,000 0 -2,000 #DIV/0! 0 27 0 #VALUE! Reduction accepted, with reduced student stations. Learning Suite-- Science Lab 1 1,000 1,000 1 30 30 1 1,000 1,000 0 #DIV/0! 1 30 30 30 Learning Suite-- Science Maker 1 300 300 0 300 0 -300 #DIV/0! #VALUE! Reduction accepted, with reduced student stations. Learning Suite-- Fabrication Lab 1 750 750 1 30 30 0 750 0 -750 #DIV/0! 0 30 0 #VALUE! Reduction accepted, with reduced student stations. Learning Suite-- Prep 1 175 175 1 175 175 0 #DIV/0! 0 Open Collaborative Space 2 1,400 2,800 1 1,200 1,200 -1,600 #DIV/0! #VALUE! Standard size in parity with territory PK-8 grade level programs. Small Group Instruction 4 200 800 1 200 200 -600 #DIV/0! #VALUE! Reduction accepted. Distance Learning 2 200 400 1 200 200 -200 #DIV/0! #VALUE! Reduction accepted. Teacher Planning 1 1,200 1,200 1 850 850 -350 #DIV/0! #VALUE! Removed at 2nd SLC/ Office 1 100 100 1 100 100 0 #DIV/0! #VALUE! Reduction accepted. 1 Toilet 1 50 50 1 50 50 0 #DIV/0! #VALUE! Reduction accepted. IT/AV 1 50 50 1 50 50 0 #DIV/0! #VALUE! Reduction accepted. Learning Suite Storage 1 550 550 1 550 550 0 #DIV/0! 0 Student Restrooms 4 150 600 4 65 260 -340 #DIV/0! #VALUE! Reduction accepted for individual restrooms for age groups. Toilet 1 50 50 1 50 50 0 #DIV/0! 0 Custodial 2 75 150 1 75 75 -75 #DIV/0! #VALUE! Reduction accepted. Mechanical 1 375 375 1 250 250 -125 #DIV/0! #VALUE! Reduction accepted. Elevator 1 0 0 0 #DIV/0! 0 Shared Outdoor Space for 6-8 1 0 0 0 #DIV/0! 0 Subtotal 19,350 352 10,460 -8,890 #DIV/0! 205 #VALUE! 3.0 Elective Spaces 6,825 3,200 -3,625 60 #VALUE! 3.1 Fine Arts Art/Culture Lab 1 1,900 1,900 1 30 30 1 1,200 1,200 -700 #DIV/0! 1 30 30 #VALUE! Elective spaces to 1,200 SF. Storage 1 250 250 1 125 125 -125 #DIV/0! #VALUE! Reduction accepted. MDF 1 125 125 1 100 100 -25 #DIV/0! #VALUE! Reduction accepted. Choir (Make Music - General) 1 1,350 1,350 1 41 41 0 1,000 0 -1,350 #DIV/0! 0 41 0 #VALUE! Reduction accepted, with reduced student stations. Storage 2 150 300 1 125 125 -175 #DIV/0! 0 IT/AV 1 75 75 1 75 75 0 #DIV/0! 0 Band/Orchestra 1 1,200 1,200 1 54 54 0 1,200 0 -1,200 #DIV/0! 0 54 0 #VALUE! Removed 1 elective space per VIDE 06/26/2025. Steel Pan Drums (or Choir - General Music - Exterior Opportunity) 1 1,200 1,200 1 30 30 1 1,200 1,200 0 #DIV/0! 1 30 30 #VALUE! Removed 1 elective space per VIDE 06/26/2025. Storage 1 425 425 1 125 125 -300 #DIV/0! #VALUE! Reduction accepted. Mech/ Elec 1 250 250 250 #DIV/0! 0 Outdoor Learning Space 0 0 0 0 #DIV/0! 0 Subtotal 6,825 155 3,200 -3,625 #DIV/0! 60 #VALUE! 4.0 Media Center 5,250 4,200 -1,050 0 0 4.1 Media Center Media Center (Add Immersive Learning Environment - Wonder Wall) 1 4,300 4,300 1 3,150 3,150 -1,150 #DIV/0! #VALUE! Combined, but with ability to have different areas for PK-5 & 6-8 - Reduction accepted, with Emersive Space to be designed ad included. Distance Learning 1 175 175 1 175 175 0 #DIV/0! 0 Small Group Room 2 75 150 1 75 75 -75 #DIV/0! #VALUE! Reduction accepted, with reduced student stations. Storage 2 100 200 1 100 100 -100 #DIV/0! #VALUE! Reduction accepted, with reduced student stations. Office 1 175 175 1 175 175 0 #DIV/0! 0 Workroom (w/ Sink) 1 175 175 1 175 175 0 #DIV/0! 0 Toilet 1 75 75 2 75 150 75 #DIV/0! #VALUE! Added restroom for M/F. MECH 1 200 200 200 #DIV/0! 0 Subtotal 5,250 0 4,200 -1,050 #DIV/0! 0 #VALUE! 5.0 Special Education Services 0 0 0 0 0 5.1 Special Education Services *See Core Academic program for incorporation of SPED spaces. 0 0 #DIV/0! SMALL LEARNING COMMUNITY U.S. Virgin Islands PK-8 Program of Spaces NOTES Total Area (nsf) Requirement Delta # of Teacher Stations # of Students per Teaching Station Learning Community Functional Capacity Delta CODE 3 CHARRETTE - CONFIRMED PROGRAM (VIDE REDUCED PROGRAM 6/26/2025) RFP Planning Program Actual Capacity BASE PROGRAM Base Program ning Prog RFP - Planning Program Functional Capacity Description of Program, Department, or Unit Total Area (nsf) Requir ement # of Units Unit Area (nsf) Total Area (nsf) Requirement # of Teacher Stations # of Students per Teaching Station Learning Community Functional Capacity # of Units Unit Area (nsf) 6.0 Food Service 12,125 7,925 -4,200 0 0 6.1 Food Service PK-5 Dining Area 1 4,300 4,300 1 3,600 3,600 -700 #DIV/0! #VALUE! WILL ALSO BE COMMMUNITY/MULT-PURPOSE ROOM; 469 (66% of student body) / 2 lunch periods = 240 students @ once; 240 students x 15 sf each = 3,600 sf (Reduced with reduced student stations.) Plan for slightly oversized core. PK-5 Outdoor Covered Dining/Play Area 0 #DIV/0! 0 Shared Stage 1 1,000 1,000 1 750 750 -250 #DIV/0! #VALUE! Opens to both dining areas; Adjacency or proximity to Music Rooms Chair Storage (300 chairs) 1 200 200 1 200 200 0 #DIV/0! #VALUE! Store Outdoor furniture Boys Restroom w/ Changing Room 1 400 400 1 200 200 -200 #DIV/0! 0 Girls Restroom w/ Changing Room 1 400 400 1 200 200 -200 #DIV/0! 0 6-8 Dining Area 1 2,200 2,200 0 1,500 0 -2,200 #DIV/0! #VALUE! Combined area for single dining space (3 lunches 3,600 / 20 sf/occ = 180/seating). 6-8 Outdoor Covered Dining/Play Area 1 0 #DIV/0! 0 Kitchen/Serving Area 1 3,100 3,100 1 2,500 2,500 -600 #DIV/0! #VALUE! Reuced with reduced student stations. Dishwashing Room 1 1 0 #DIV/0! 0 Dry Storage 1 1 0 #DIV/0! 0 Cooler/Freezer 1 1 0 #DIV/0! 0 Office 1 75 75 1 75 75 0 #DIV/0! 0 Toilet 1 50 50 1 50 50 0 #DIV/0! 0 Changing/Lockers 1 200 200 1 150 150 -50 #DIV/0! #VALUE! Reduction accepted. Laundry/Chemical Storage 1 125 125 1 125 125 0 #DIV/0! 0 Janitor 1 75 75 1 75 75 0 #DIV/0! 0 0 #DIV/0! 0 Elec Vault 0 #DIV/0! 0 Subtotal 12,125 0 7,925 -4,200 #DIV/0! 0 #VALUE! 7.0 Physical Education 18,100 12,500 -5,600 30 #VALUE! 7.1 Physical Education Gymnasium (seats 600) 1 9,000 9,000 1 8,500 8,500 -500 #DIV/0! #VALUE! Reduction accepted. (8,500 SF/40 SF/Occ Safe Room = 210 Occupants - 8,500 SF/20 SF/Occ Safe Room = 420 Occupants) . Reduced Seating to 250. Physical Education/Health Classroom 1 900 900 1 30 30 1 850 850 -50 #DIV/0! 1 30 30 #VALUE! Reduced numbers of students accepted. Size of classrooms stnadardized. Indoor Exercise Room (Weights) 1 700 700 0 400 0 -700 #DIV/0! #VALUE! Reduction accepted. Locker Room/Restroom 2 650 1,300 0 400 0 -1,300 #DIV/0! #VALUE! Removed by VIDE 6/26/2025. Spectator Restroom 2 350 700 2 250 500 -200 #DIV/0! #VALUE! Increase needed to meet minimum numbers of restrooms for occupancy. PE/Coach Office 1 175 175 1 175 175 0 #DIV/0! #VALUE! Reduction accepted. IT/AV 1 50 50 1 50 50 0 #DIV/0! 0 Storage 3 300 900 1 200 200 -700 #DIV/0! #VALUE! Reduction accepted. Custodial 1 75 75 1 75 75 0 #DIV/0! 0 Mechanical/Water Heater 1 300 300 1 300 300 0 #DIV/0! 0 Fire Pump 1 500 500 500 #DIV/0! #VALUE! Estimated added SF for required shelter / safe room (to b confimed in design). Electrical 1 500 500 500 #DIV/0! #VALUE! Estimated added SF for required shelter / safe room (to b confimed in design). Battery Storage 1 850 850 850 #DIV/0! #VALUE! Estimated added SF for required shelter / safe room (to b confimed in design). Mezzanine (Submit RFI for Confirming Calc + #) 1 4,000 4,000 0 1,000 0 -4,000 #DIV/0! #VALUE! Mezzanine able to be removed from prototype design and program (cost savings). Subtotal 18,100 30 12,500 -5,600 #DIV/0! 30 #VALUE! 8.0 Campus Support 1,775 1,775 0 0 0 8.1 Utility Building Emergency Electrical 1 825 825 1 825 825 0 #DIV/0! 0 Electrical 1 650 650 1 650 650 0 #DIV/0! 0 Mechanical 1 300 300 1 300 300 0 #DIV/0! 0 Storage 0 0 0 0 #DIV/0! 0 Pool Equipment / storage 0 0 0 0 #DIV/0! 0 Subtotal 1,775 0 1,775 0 #DIV/0! 0 0 9.0 Site 0 0 9.1 Site Outdoor Playground Areas 0 0 #DIV/0! 0 Multi-Purpose Field 0 0 #DIV/0! 0 Pool 0 0 #DIV/0! 0 Basketball Courts 0 0 #DIV/0! 0 Gardens 0 0 #DIV/0! 0 Parking for XXX 0 0 #DIV/0! 0 0 0 0 0 #DIV/0! 0 0 OLIVER PK-8 SCHOOL CONCEPTUAL BUILDING DESIGN 4.0 CONCEPTUAL BUILDING DESIGN A. CONCEPT BUILDING PLAN SUMMARY Based on site constraints, adjacency requirements, and building area limitation, the concept design for the Oliver PreK-8 School includes an all-new school facility on the former elementary school site total four (4) new buildings. We have evolved the conceptual design provided as outlined below. It is proposed for the new facilities be placed to maximize the greatest level area on the existing site for connectivity and accessibility concerns for students and faculty. A new Administration and Media Center facility will create a secure entry and point of control for the site while also maximizing use of the media center for needed assemblies and optimized views. Additionally, the dining commons facility has been brought further forward to provide for efficient site circulation as well as secure location to allow for community use and performances. We have included a “proto-part” optimized Fort layout with PK- 8th grade accommodated based on the anticipated student population (see prior programming section). Additionally, the Gymnasium structure has been amended to reduce overall size (and spectator seating) as well as has reduced the support areas in alignment with VIDE’s curriculum requirements. The maintenance / service and support functions remain at the north side of the campus adjacent to the service area and food service entrance/access. Due to existing extreme topography change at the north side of the site, the access road has been truncated to facilitate deliveries thus affecting the service and food service access and location. Further, support service yards have been relocated to the access road area to facilitate ease of maintenance access. The entry area for the campus has been re-imagined incorporating the new security and safety campus standards. This has allowed for the development of the exterior architecture, canopies, administration areas and entry sequence. The more forward feeling alternate design strategy for the campus has been generally accepted and approved. Entry Perspective – Conceptual Design Rendering OLIVER PK-8 SCHOOL CONCEPTUAL BUILDING DESIGN The design and cost estimate is based on the new Oliver PreK-8 School being designed and constructed minimizing impact to the site and grade stabilization requirements. The planned new campus will be designed in alignment with the designated bridging documents construction systems utilizing reinforced masonry and concrete walls with selective rainscreen and conventional building skin elements exterior veneer over a protective membrane and exterior insulation construction for the exterior envelope. The roof systems is planned to be sloped standing seam to match the existing construction of adjacent buildings. The materials will be consistent on all facades of the facility. The entire facility is planned to be handicap accessible and comply with requirements of the Uniform Federal Accessibility Standard and ABA Accessibility Guidelines. All interior finishes will comply with the bridging documents Master Plan materials standards / specifications, and in coordination with the existing facility construction as appropriate. Conceptual Rendering RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Kean High School Design Progress Meeting LEGEND ADMININSTRATION DINING MEDIA CENTER GYMNASIUM / PHYSCIAL ED SUPPORT SPECAILS SPECIAL ED CTE AUDITORIUM CLASSROOMS / STUDIOS CAMPUS BUILDING + PROGRAM REORGANIZATION ADMIN + MEDIA FORT VIDE Public Schools: Modernization / Expansion Projects on the Islands St. Thomas – Oliver PK-8 School – Replacement DINING ARTS GYM ADMIN (2ND Floor) FORT (2ND Floor) RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services Code 2 – Design Charrette square footage comments on Bundle 2 - STT EMANUEL BENJAMIN OLIVER PREK-8 K PREK 1 2 3 4 5 6 7 8 Science • As per Bundle 2 documents: 67,086sf net, 83,856sf gross. RFP identified 69,794 sf gross requiring a reduction of 14K. 21K if you add the 10% targeted savings from the matrix. (Note: optimization has been balanced across the entire bundle.) • This is reduced to 74,231 gsf for the additional SLC + 6979 gsf. If you target an additional 10% reduction, that equals the 11, 416gsf identified in the chart. • Functional capacity is identified as 608 (although this assumes simultaneous use of electives.) 318 students at core classrooms without additional SLC. 464 students with added SLC. • ADMIN includes 375sf each for workroom and lounge. This allows for the reduction of planning spaces in the SLC’s. Due to the size of the school, this consolidation is acceptable pragmatically. No reduction, but this facilitates other reductions in the SLC’s Combined Admin/Media building. . • CORE ACADEMICS (29,310 net sf/464 students in core classrooms vs the 608 max. capcity) • Combine Prek with core academic by relocating to SLC with two floors each with a total of 12 classrooms. (SAVINGS of 2400sf + 1700 sf = 4100sf) • Delete teacher planning in SLC’s. Activity to happen in Admin building (SAVINGS of 850 x 2 = 1700sf) Do not recommend. • Delete 2 “extra spaces – currently 7 classrooms per floor. (SAVINGS of 850 sf x 2 = 1700sf). The current SLC’s are drawn as 14 spaces total versus 10 + required. Do not recommend taking this savings or deduction of Teacher’s Planning as a space. ) That leave 1 class per grade, pl • ELECTIVES (4200sf) • Reduce “big” rooms from 3 to 2. Currently arts, band, steel pan. This is tied to the conversation of what programs where and equity versus parity. (SAVINGS of 1000sf) • MEDIA (4200sf) • Combine Admin and Media “masses” reducing exterior wall and footprint. With the correct adjacencies, parts of the media center can also support teacher gatherings. SCHEMATIC DESIGN RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services Code 2 – Design Charrette • As per Bundle 2 documents: 67,086sf net, 83,856sf gross. RFP identified 69,794 sf gross requiring a reduction of 14K. 21K if you add the 10% targeted savings from the matrix. (Note: optimization has been balanced across the entire bundle.) • This is reduced to 74,231 gsf for the additional SLC + 6979 gsf. If you target an additional 10% reduction, that equals the 11, 416gsf identified in the chart. • Functional capacity is identified as 608 (although this assumes simultaneous use of electives.) 318 students at core classrooms without additional SLC. 464 students with added SLC. • ADMIN includes 375sf each for workroom and lounge. This allows for the reduction of planning spaces in the SLC’s. Due to the size of the school, this consolidation is acceptable pragmatically. No reduction, but this facilitates other reductions in the SLC’s Combined Admin/Media building. . • CORE ACADEMICS (29,310 net sf/464 students in core classrooms vs the 608 max. capcity) • Combine Prek with core academic by relocating to SLC with two floors each with a total of 12 classrooms. (SAVINGS of 2400sf + 1700 sf = 4100sf) • Delete teacher planning in SLC’s. Activity to happen in Admin building (SAVINGS of 850 x 2 = 1700sf) Do not recommend. • Delete 2 “extra spaces – currently 7 classrooms per floor. (SAVINGS of 850 sf x 2 = 1700sf). The current SLC’s are drawn as 14 spaces total versus 10 + required. Do not recommend taking this savings or deduction of Teacher’s Planning as a space. ) That leave 1 class per grade, pl • ELECTIVES (4200sf) • Reduce “big” rooms from 3 to 2. Currently arts, band, steel pan. This is tied to the conversation of what programs where and equity versus parity. (SAVINGS of 1000sf) • MEDIA (4200sf) • Combine Admin and Media “masses” reducing exterior wall and footprint. With the correct adjacencies, parts of the media center can also support teacher gatherings. square footage comments on Bundle 2 - STT EMANUEL BENJAMIN OLIVER PREK-8 SCHEMATIC DESIGN K 1 2 3 PK Science SPED 4 5 6 7 8 FLEX FLEX TP TP PROGRAM ADJUSTMENT APPROACH SCHEMATIC DESIGN No change. Keep in SLC. FLEX at each floor. Moved to SLC. Reduced to 1 Music. RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services Code 2 – Design Charrette • FOOD SERVICE (9,424sf) • Combine dining. Delete MS Dining. (SAVINGS of 1500sf) • PE (13,100sf) • Delete health classroom (SAVINGS of 750sf). Not accepted by VIDE. • Delete locker rooms/restrooms. Use spectator restrooms as additional bathroom capacity (SAVINGS of 800gsf) • BUILDING SUPPORT (1,775sf) • TOTAL NET SAVINGS of 11,550. • TOTAL GROSS SAVINGS of 14,437 sf. Versus targeted 11,416 gsf • RECOMMEND YOU KEEP TEACHER PLANNING AND “EXTRA” ROOM FOR A TOTAL of 3400sf x 1.25 = 4,250gsf • KEEP HEALTH ROOM FOR A TOTAL of 750sf x 1.25 = 938gsf • 14,437-5186 = 9,251sf RECOMMENDED SAVINGS. square footage comments on Bundle 2 - STT EMANUEL BENJAMIN OLIVER PREK-8 NET SF change of (600 SF) as 200 SF added back to restrooms for code compliance. No change. Net SF reduction of (1,500 SF) as noted. 83,856 GSF – 68,419 GSF = (15,437 SF) Reduction SCHEMATIC DESIGN Achieved 10% Savings Below RFP SF with Higher Student Stations…. RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette SPECIALS + MEDIA + MIDDLE SCHOOL DINING COMMONS + GYMNASIUM FIRST FLOOR SECOND FLOOR CONCEPT FLOOR PLAN CONFIRMED LEGEND ADMININSTRATION DINING MEDIA CENTER GYMNASIUM / PHYSCIAL ED SUPPORT SPECAILS SPECAIL ED PK K-5 6-8 VIDE Public Schools: Modernization / Expansion Projects on the Islands St. Thomas – Emanuel Benjamin Oliver PreK-8 School - Replacement PROTO-PARTS ADMIN + PRE-K ELEM SCHOOL MOVE PK TO SLC REMOVE 1 PK + GROSS MOTOR MOVE MEDIA CTR TO ADMIN REMOVE LOCKER ROOMS REMOVE 1 MUSIC REDUCE DINING CONFIRM SAFE ROOM STRUCTURAL SEPARATION MOVE ARTS TO COMMONS OLIVER PK-8 SCHOOL CONCEPTUAL SITE PLAN 5.0 CONCEPTUAL SITE PLAN A. SITE PLAN SUMMARY The intent of this design effort is to confirm the path for redeveloping an existing non- operational school site to accommodate a new PK-8 educational program model and allow the displaced students collocated with the Bowsky PK-8 and Gomez Elementary Schools to return to their “home school”. Currently, the expanded enrollment has been accommodated through the temporary portable facilities on the noted alternate sites. While an all-new facility, the campus development is to be planned in a way that avoids interfering with potential future phases of expansion. In review of the existing conditions and preliminary master planning by VIDE, the team has confirmed the amended program and planning for the school campus. The base program will provide a completely new school facility including a gymnasium (FEMA Safe Room) facility. The proto-part assembly of the campus has been adapted through the Schematic Design Phase to include an Administration / Media Center building, a 2-story SLC (K-5 + 6-8) building, Electives and Dining Commons building and Gymnasium building planned to be placed on the site utilizing the most level areas available in the existing natural form of the site to create an overall accessible “plinth”. The new drop-off/pick-up area and parking lot will be located at the north side of the site and will be configured to reinforce a clear sense of entry and security. In an effort to mitigate development costs, fire department access will be coordinated to allow for building and site-specific fire department connections at the court. All environmental documentation is processed and preliminary applicable environmental clearances for the project will be secured. The Cultural Resources Survey indicates no conflict for the currently developed site and final determination is in process and will be completed with the required final environmental documentation. A topographic boundary survey and seismic evaluation is in process of being finalized for the design development. The survey will include ground-penetrating Radar GPR, underground utility’s locations, and environmental and hazmat surveys. Site contamination is not present, per our understanding. Building asbestos and hazardous material are not anticipated; however, this will be confirmed as the appropriate remediation will be required. Parking for the school is to be planned at a ratio of one parking space per member of staff, including food service, custodial, maintenance, and IT staffing. Additionally, one visitor space is planned per ten students. Five percent of the total spaces are required to be Americans with Disabilities Act (ADA) accessible. OLIVER PK-8 SCHOOL CONCEPTUAL SITE PLAN B. PHASING Due to the vacancy of the site, there are no planned phasing conditions. C. DEMOLITION The existing facilities will be removed/demolished. OLIVER PK-8 SCHOOL ENVIRONMENTAL HAZARDS 6.0 ENVIRONMENTAL HAZARDS A. ENVIRONMENTAL ASSESSMENT Environmental site surveys have been completed both for the Environmental Assessment (EA) for EHP and FCD and the Phase I Environmental Assessment. The draft EA is attached here with pending the next phase of design. The Phase I Environmental Assessment which documents the recognized environmental conditions of the site will be completed during the next phase of design. B. FLOODPLANS After review of local regulations and the existing site storm water master plan it was determined that the project is not located in a flood zone. The site is within Flood Zone X as shown on FEMA’s FIRM Map 28 of 94 and the US Virgin Island Flood Hazard Resource Map. The site grading is planned to generally match the existing ground elevation, with minimal soil fill to facilitate proper drainage and site preparation. The new facilities are planned to be at the same level as the existing adjacent building elevations (to the extent possible). The initial elevation will be determined from an official topographic survey during the design stage. Additional fill, grading and retaining walls will likely be required to control perimeter site elevation requirements as well as the potential need to elevate select areas of the site and new structure. Coastal Flooding will have no effect on the New School. Per response to RFI #19, there is no Tsunami flood level requirement for this school location, so the Base elevation requirements shall be based on the FEMA FIRM Map. We understand that an existing Tsunami evacuation and response plan for the school is already in place and will continue to serve as the primary life safety measure for the school during tsunami emergencies. C. CULTURAL RESOURCES A Section 106 request for the project site will be prepared by the Bioimpact, Inc. for submittal to DPNR’s Office of Historic Preservation for advice on the project and to receive State Historic Preservation Office (SHPO) clearance. Historical and cultural assets are not expected to be present on the site. The planned project development is not expected to impact cultural resources. D. WETLANDS The proposed site for the facility is previously developed and does not occupy or disturb any known wetlands or wetland buffers. The property is not shown as a wetland on Fish and Wildlife Services’ National Wetland Inventory. Riparian streams are shown to the east and west of the site. Amy Dempsey with BioImpact, Inc is a certified wetland delineator and has confirmed that no wetland impacts are anticipated. OLIVER PK-8 SCHOOL ENVIRONMENTAL HAZARDS E. CRITICAL ZONES / BUFFERS After review of available documentation and consulting with the Installation Environmental Office, it was determined that the project is not within the first-tier jurisdiction of Coastal Zone Management (CZM) or riparian buffer areas. The project is required to go through a Federal Consistency Determination. There are riparian areas to the east and west, both are outside the disturbance footprint. (Please see notes provided in Environmental Assessment related to tsunami inundation zone.) F. VEGETATION A terrestrial survey has been completed for the site and there are no endangered or threatened species or habitat on the project site. The U.S. Fish and Wildlife Service (USFWS) Information for Planning and Consultation (IPaC) project tool also concurs that no ESA species or habitats are expected. The terrestrial survey was done throughout the property to look for the VI Tree Boa, and no tree boas or their habitat were found on the property. There are some larger trees on the site which will be protected, and all larger trees will be preserved if possible. G. OPERATIONS CONTRAINTS A determination was made after review and consultation with all potential affected parties that the final project will not encroach or constrain any planned future site and adjacent site operations. H. HAZARDOUS MATERIALS All hazardous materials shall be managed as specified and regulated in a Hazardous Materials Management Procedures Program (HMMP). Additional investigation, engineering, and mitigation design will be addressed by the JV in the next phase of design development. There is a backup generator on site which has an internal fuel tank. There appear to be no leaks from this tank, however there are small quantities of hydrocarbons in containers around the generator and some de minimis staining. Any fuel in the tank of the generator and the small quantities of hydrocarbons present will be properly disposed of. Site hazardous materials removal will follow the applicable requirements as it relates to removal, receipt, distribution, storage and disposition of all hazardous materials on the site. The presence of existing asbestos, lead-based paint, PCBs, etc. shall be investigated and a plan will be determined for any required abatement. Due to the age of the building, these hazards may be present and will require proper removal, disposal and mitigation in accordance with applicable standards. OLIVER PK-8 SCHOOL SUPPORTING INFRASTRUCTURE Note: Structural, Civil, and MEPFP outline specifications subject to revision and value engineering through design 7.0 SUPPORTING INFRASTRUCTURE Note: Structural, Civil, and MEPFP outline specifications subject to revision and value engineering through design process. A. SITE PREPARATION AND GRADING U.S. Virgin Islands Management Plans & Guidelines Virgin Islands Department of Natural Resources (VIDPNR) USVI Environmental Protection Handbook Virgin Islands Water and Power Authority (WAPA) Recommended Standards for Wastewater Facilities American Water Works Association (AWWA) Americans with Disabilities Act (ADA) Geometric Design of Highways and Streets (AASHTO) FDOT Standards Index NFPA Fire Codes NFPA 101 ICC500-202 Standard for the Design and construction of Storm Shelters FEMA P-361 FEMA Standard for Design of Safe Rooms for Tornadoes and Hurricanes IBC 2024 International Building Code, 2024 2021 US Virgin Island Code, Title 29 - Public Planning and Development, Chapter 5- Building Code Existing Conditions: The existing site is located at the top of a hill that is about 100-feet above the surrounding landscape. All of the existing buildings on the site are beyond repair and will be demolished. The site is currently accessed by a two-lane two-way road that approaches the school from the north. For the exception of the existing parking area and the existing building foot prints the majority of the site is covered with grass. The existing grades on the center if the cluster of buildings is relatively flat but rapidly slopes down away in the east, south and west direction. The site slightly slopes up from the center of the building cluster towards the north. New Site Grading: The project is within FEMA Zone X. Therefore, we propose placing the Minimum Finished Floor Elevation 8-inches above existing site grade. Demolition: All existing buildings located on site shall be demolished along with the existing drop-off and parking area located along Palmetto Area. The existing cisterns shall also be demolished, and the area backfilled with material per compaction requirements specified by the Geotechnical Engineer. Other site features that shall be demolished include drainage structures, drainage pipes, fences and walkways within the drop-off, parking area and within the footprint of the proposed new buildings and parking area. OLIVER PK-8 SCHOOL SUPPORTING INFRASTRUCTURE Note: Structural, Civil, and MEPFP outline specifications subject to revision and value engineering through design B. STRUCTURAL – LOAD & SEISMIC (Structural – TT) Design Criteria: The structure will be designed and detailed in accordance with the following criteria. In the case of conflict between these criteria, the most stringent requirement will govern. IBC 2024 International Building Code, 2024 2021 US Virgin Island Code, Title 29 - Public Planning and Development, Chapter 5- Building Code ASCE 7-16 Minimum Design Loads for Buildings and Other Structures, 2016 ICC500-202 Standard for the Design and construction of Storm Shelters FEMA P-361 FEMA Standard for Design of Safe Rooms for Tornadoes and Hurricanes ACI 318-19 Building Code Requirements for Structural Concrete, 2019 TMS 402/602-16 Building Code Requirements and Specifications for Masonry Structures, 2016 AISC 360-16 Specification for Structural Steel Buildings, 2016 AISC 341-16 Seismic Provisions for Structural Steel Buildings AISI S100-16 Specification for Design of Cold Formed Steel Structural Members AISI S240-15 Standards for Cold Formed Steel Structural Members ASCE 41-17 Seismic Evaluation and Retrofit of Existing Buildings IEBC 2024 International Existing Building Code, 2024i Design Basis: Oliver PK-8 School will be a replacement school with an overall square footage of approximately 68,000-70,000 GSF (to be confirmed by Architecture). The building components will include four new buildings that include Admin/Media, Gym (Safe Room), Dining Common / Arts and New 2-Story Fort. Building locations in the overall site are being coordinated with Architecture, Civil and Geotechnical disciplines to limit as much as possible the need of cut and fill material and retaining walls due to the steep slopes present on site. All new building structures will be designed in accordance with IBC 2024. The new gymnasium structure is designated as a Storm Shelter Safe Room; hence the building is considered a Risk Category IV building and will be designed in accordance ICC 500-202 and FEMA P-361. OLIVER PK-8 SCHOOL SUPPORTING INFRASTRUCTURE Note: Structural, Civil, and MEPFP outline specifications subject to revision and value engineering through design New Building Construction Description: New building structural faming systems will consider various factors, with the guidance of the structural narrative from the Design Criteria, such as: • Local construction materials and availability • Geotechnical considerations to be received • Exposure classification to coastal environments • High seismic region • Wind loading • Storm Shelter, where applicable • Sustainability and resilience Based on Lockhart PK-8 School as a reference for precedent, structural framing system may consist of the following: Gravity Framing: Steel columns and metal deck on steel beams and girder framing Foundation System: Cast-in-place footings Lateral Force Resisting System: Masonry Special reinforced shear walls (for shorter single-story buildings) and cast in place concrete shear walls with thickness vary from 12” to 18” thick, where needed for buildings with higher roof elevations. DINING ADMIN. MEDIA GYM + LOCKERS FORT (2-Story) SAFE ROOM OLIVER PK-8 SCHOOL SUPPORTING INFRASTRUCTURE Note: Structural, Civil, and MEPFP outline specifications subject to revision and value engineering through design C. HEATING / VENTILATION / AIR CONDITIONING Codes and Standards 1. The design of all HVAC and Process systems must comply with the applicable codes and standards established for the project, including local and state building codes, health department codes, as well as owner-designated standards and sustainability guidelines. 2. Codes - The following publications will be used as codes for the design of the HVAC systems on this project: 2024 International Building Code (IBC) 2024 International Existing Building Code (IEBC) 2024 International Energy Conservation Code (IECC) & ANSI/ASHRAE/IES Standard 90.1-2019 2024 International Mechanical Code (IMC) 2024 International Plumbing Code (IPC) 2024 International Fuel Gas Code (IFGC) 2020 National Electrical Code (NEC) - Effective January 1, 2023 National Fire Protection Association (NFPA) 101 Life Safety Code - 2015 (effective July 1, 2017) 3. Standards and Guidelines - The following publication will be used as standards for reference and care of the HVAC systems on this project. NFPA 1, Fire Code, 2024 edition NFPA 13, Std. for the Installation of Sprinkler Systems, 2025 edition NFPA 15, Std. for Water Spray Fixed Systems for Fire Protection, 2022 edition NFPA 20, Std. for the Installation of Stationary Pumps for Fire Pumps for Fire Protection, 2025 Ed. NFPA 25, Std. for the Inspection, Testing, & Maint. of Water-Based Fire Protection Sys., 2023 Ed. NFPA 30, Flammable and Combustible Liquids Code, 2024 edition NFPA 54, National Fuel Gas Code, 2024 edition NFPA 70®, National Electrical Code®, 2023 edition NFPA 72®, National Fire Alarm and Signaling Code, 2025 edition NFPA 90A, Std. for the Installation of Air-Conditioning and Ventilating Systems, 2024 edition NFPA 90B, Std. for the Installation of Warm Air Heating and Air-Conditioning Systems, 2024 Ed. NFPA 101, Life Safety Code, 2024 edition NFPA 110, Standard for Emergency and Standby Power Systems, 2025 edition 2022 ASHRAE Refrigeration 2023 ASHRAE HVAC Applications 2024 ASHRAE HVAC Systems and Equipment 2025 ASHRAE Fundamentals ASHRAE Guideline 0-2019: The Commissioning Process OUTDOOR DESIGN CONDITIONS 1. For all designed spaces a. Summer outdoor design conditions have been selected based on the 0.4% °F wet bulb (wb) and mean coincident dry bulb (db) conditions listed in the latest ASHRAE Fundamentals Handbook for the project location (with owner exception). b. Winter outdoor design conditions have been selected based on the 99.6% °F heating dry bulb (db) conditions listed in the latest ASHRAE Fundamentals Handbook for the St. Thomas Cyril King Airport. This value is recommended to minimize the number of hours per year that design conditions are exceeded. 2. The following will be the design conditions, as recorded at the St Thomas Cyril King Airport (Weather Station 985430): OLIVER PK-8 SCHOOL SUPPORTING INFRASTRUCTURE Note: Structural, Civil, and MEPFP outline specifications subject to revision and value engineering through design a. Summer Outside: 89.8 °F DB / 78.2 °F WB b. Summer Dehumidification 83.7 °F DB / 80.3 °F WB / 79.2 °F DB [DP] c. Summer Evaporation 85.9 °F DB / 80.3 °F WB d. Summer Enthalpy 86.5 °F DB / 80.9 °F WB / 44.5 btu/lb e. Winter Outside: 70.5 °F HVAC BUILDING SYSTEMS DESCRIPTION 1. Central Energy Plant a. The new Pre-K through 8 complex will be cooled via chilled water central plant distribution. The central plant shall consist of two (2) high efficiency air-cooled rotary screw chillers. Chilled water piping systems shall include a variable-primary pumping distribution to the building cooling equipment. Acceptable manufacturers include Carrier, Daikin, JCI, Trane or equivalent air-cooled chiller manufacturer. Chillers shall include low-sound packages. Operational noise should meet local ordinances. The chiller plant is estimated to provide a nominal 500 tons of cooling. The chiller plant shall be capable of producing 66% of the calculated block load with one chiller. b. Initial chiller sizing for the (2) rotary screw chillers is 250 tons each. c. Each chiller’s condensing coil shall be hot dipped at the factory or remote facility to prevent premature corrosion. This coil coating is for protection from the environmental salty sea air. 2. Underground Chilled Water Piping a. The building will be provided with new 6” chilled water supply and return piping from the new central energy plant. Underground chilled water piping shall be minimized as practical. Underground chilled water piping shall be direct burial HDPE piping. i. HDPE Carrier Pipe: The innermost pipe, made of High-Density Polyethylene, carries the chilled water. HDPE is chosen for its excellent resistance to corrosion, chemical inertness, flexibility, and smooth interior bore. ii. Thermal Insulation: Surrounding the HDPE carrier pipe is a layer of high-efficiency, closed-cell insulation, polyurethane foam. This foam is injected or foamed around the carrier pipe during manufacturing, creating a uniform, continuous barrier. OLIVER PK-8 SCHOOL SUPPORTING INFRASTRUCTURE Note: Structural, Civil, and MEPFP outline specifications subject to revision and value engineering through design iii. HDPE Outer Jacket: The entire assembly (carrier pipe + insulation) is encased in a robust, corrugated High-Density Polyethylene outer jacket. 3. Chilled Water Pumping System a. The chilled water pumping system shall be configured as a Lead/Standby System in a Variable/Primary pumping system. Total of 2 pumps (1 – Primary / 1 – Standby). b. Pumps shall be split-coupled end suction pumps. Pumps should be controlled via variable frequency drives. Pumps shall be equipped with strainers, shut-off valves, check valves. c. Primary and Standby pumps shall be sized for 365 GPM and roughly 75 feet of head pressure. d. Pump motor horsepower is estimated to be 15 Horsepower. 4. Building Cooling Approach a. The approximate tonnage for the renovation/addition to the Oliver Pre-K through 8 is approximately 180 tons (2 – 250-ton chillers for N+1 redundancy). The building’s cooling distribution pressure is anticipated to occur from the existing central energy plant with two new pumps (primary/standby) for building pressure control in low load conditions. Chilled water shut-off valves will be provided at each building’s entrance. The valves are intended to be placed in the risers of exterior mechanical rooms. The piping system will be designed for a 12-degree temperature difference at the cooling coil with inlet water temperature of 45 °F. b. Chilled water discharge temperature shall be evaluated for a reset schedule; however, due to the prevalence of dehumidification needs, reset scheduling is unlikely. 5. Blind Flange and Valves a. The central energy plant shall have the ability to connect a temporary chiller via blind flanges and butterfly valves. These blind valves and flanges shall be provided in an accessible location. 6. Aboveground Chilled Water Piping a. Aboveground chilled water supply and return piping from the mechanical rooms to AHU’s and FCU’s shall be pre-insulated HDPE. Aboveground chilled water piping shall be minimized as practical. Underground chilled water piping shall be direct burial HDPE piping. i. HDPE is significantly lighter than metallic pipes, simplifying handling, shipping, and installation, especially in overhead applications. ii. HDPE is a flexible material. This flexibility allows for natural movement and absorption of some stresses, including minor building deflections or seismic activity which this complex exists in. It also means it can be manufactured in long coils or sticks, reducing the number of field joints. AIR HANDLING UNIT EQUIPMENT 1. There will be Dedicated Outside Air Handlings (DOAS) that will provide pre-conditioned ventilation to each fan coil unit while the facility is in operation. 2. Air will leave the cooling coil at the Dedicated Outside Air Handling Units at approximately 52°F and be supplied to the occupied spaces at 55 °F (fan reheat/duct heat loss) and will return to the unit using a ducted return air system. The air system controls will allow for temperature resetting to eliminate simultaneous heating and cooling. 3. The air handlers will be semi-custom built up units (Carrier, Daikin, JCI, Trane or Equivalent). The DOAS shall be double-wall construction with 2” insulation. The units will have direct driven fans with variable frequency drives. They will have insulated, sloped, stainless steel drain pans. The air OLIVER PK-8 SCHOOL SUPPORTING INFRASTRUCTURE Note: Structural, Civil, and MEPFP outline specifications subject to revision and value engineering through design filtration will utilize 90-95% filters. The final filters are conceptualized as factory charge 2” disposable filters with an initial MERV rating of 14 (3M Filtrete Filters or similar). Ductwork will be galvanized sheet metal wrapped with mineral-fiber insulation outside of the mechanical room. Ductwork will be galvanized sheet metal insulated with mineral fiber board inside mechanical rooms. 4. The Dedicated outside air cooling coil shall be hot dipped at the factory or remote facility to protect the coil from premature failure due to corrosion. 5. The dedicated outside air handling units shall be evaluated to be equipped with a fully modulating air-to-air heat-pipe run-around coil for pre-cooling and reheating to provide sensible reheating but also providing dehumidification. This option will be evaluated to maintain proper indoor humidity levels without overcooling. This evaluation will be determined in the early energy modeling phase for appropriateness. 6. The dedicated outside air handling units shall be equipped with air-to-air energy recovery to recapture energy from the exhaust air systems prior to exiting the buildings. 7. All air handling units will utilize two-way chilled water, pressure-independent, characteristic control valves to match water flow with building cooling demands. 8. Air handling equipment shall be equipped with a strainer with blowdown, supply and return shutoff valves, control valve, temperature gauges, pressure gauges, manual air vent, BMS sensors and P/T ports. FAN COIL UNIT EQUIPMENT 1. Fan coil units shall be provided to individual zone spaces which include classrooms, teacher planning, storage, counseling, science & maker spaces, workrooms, conference rooms, music, distance learning, PK Multipurpose, timeout, etc. 2. Fan coil units shall be equipped with multi-speed fans, overflow condensate drain pan with water sensor for fan shutdown, and factory-mounted disconnect. 3. Fan coil units will utilize two-way chilled water, pressure-independent, characteristic control valves to match water flow with building cooling demands. 4. Fan coil units shall be installed in an accessible location. 5. 42” working clearance shall be provided in front of disconnect. 36” working clearance shall be provided in front of filter section. 6. Fan coil equipment shall be equipped with a strainer with blowdown, supply and return shutoff valves, control valve, automatic air vent, BMS sensors and P/T ports. TERIMINAL UNITS 1. Single-Duct terminal units shall be provided for each controllable zone to modulate ventilation to the fan coil unit(s) based on a demand ventilation control sequence. Single-Duct terminal units will be provided without heat and will be controlled via CO2 sensors located in the space that the fan coil unit delivers air. 2. Terminal units shall be installed in an accessible location. 3. 24” working clearance in front of control panel. BUILDING EXHAUST 1. All toilets will be exhausted directly to the outside at the rate of 50 cfm / water closet or urinal. Toilet exhaust will be through constant exhaust fans connected to exhaust ductwork and exhausted at fan OLIVER PK-8 SCHOOL SUPPORTING INFRASTRUCTURE Note: Structural, Civil, and MEPFP outline specifications subject to revision and value engineering through design on the roof or through exterior louvers. The toilet exhaust fan will be interlocked with coordinating air handling units. The exhaust fan system will run continuously during occupied times and shut off during unoccupied times. 2. Janitor’s closets and trash rooms shall be exhausted at a rate of 1 CFM/GSF but not less than 100 CFM. 3. The kitchen will be exhausted at a rate of 0.70 CFM/GSF. 4. Educational Science laboratories will be exhausted at a rate of 1 CFM/GSF. 5. Art classrooms will be exhausted at a rate of 0.70 CFM/GSF. 6. Storage rooms that contain chemicals or fuel will be exhausted at a rate of 1.5 CFM/GSF. 7. Locker Rooms shall be exhausted at a rate of 0.50 CFM/GSF. 8. All laboratory hoods shall be exhausted based on intended experiments and meet manufacturer’s exhaust recommendations. Exhaust shall be provided at hood, distributed via FRP with appropriate resin to achieve compliance with UL 181. 9. It is intended that laboratory systems would be virtual without the use of chemicals. However, if a fume hood is provided, the laboratory exhaust system ductwork should be routed through the roof to the laboratory exhaust fan and discharged at least 25 feet away from the roof. Laboratory exhaust ductwork shall be evaluated for use by other man 10. The DOAS exhaust air section, which includes its fan shall modulate to track with the demand control ventilation strategy to limit building over-pressurization. Fans should be sized to allow for adequate building pressurization and to provide code minimum exhaust. 11. Motorized exhaust fans are to have speed control, use solid state speed control. ENERGY CODE COMPLIANCE 1. The design will need to comply with the mandatory provisions of the 2021 International Energy Conservation Code (IECC) and ANSI/ASHRAE/IES Standard 90.1-2019. 2. The facility has been modeled early for energy conservation. IES VE-Pro 2025 was utilized to review energy consumption. The energy model fully analyzed loads from cooling, lighting, power and envelope. 3. The energy model will be the basis for design to achieve NetZero Energy Cost per the negotiated contract with the USVI WAPA (Water and Power Authority). OLIVER PK-8 SCHOOL SUPPORTING INFRASTRUCTURE Note: Structural, Civil, and MEPFP outline specifications subject to revision and value engineering through design D. PLUMBING DESIGN GUIDELINES SYSTEM DESCRIPTION 1. Codes and Standards a. The design of all Plumbing and Process systems must comply with the applicable codes and standards established for the project, including local and state building codes, health department codes, as well as owner-designated standards and sustainability guidelines. 2. Codes - The following publications will be used as codes for design of the Plumbing systems on this project: International Building Code (2021) International Mechanical Code (2021) International Plumbing Code (2021) International Fuel Gas Code (2021) International Energy Conservation Code (2021) International Fire Code (2021) 3. Local Standards a. US Virgin Islands Local Jurisdiction Requirements 4. Other Standards - The Piping Systems will be designed in accordance with appropriate portions of the following Guidelines and Standards: Occupational Safety and Health Act (OSHA) National Fire Protection Association (NFPA) American National Standards Institute (ANSI) American Society of Mechanical Engineers (ASME) American Society of Sanitary Engineering (ASSE) American Society for Testing and Materials (ASTM) American Water Works Association (AWWA) ADA Standards for Accessible Design (ADA) National Sanitation Foundation (NSF) Cast Iron Soil Pipe Institute (CSPI) Plumbing and Drainage Institute (PDI) ANSI Z358.1 Emergency Eyewash and Shower Equipment, 2015 American Society of Plumbing Engineers (ASPE) Data books. Building Systems 1. Water Systems System Type Minimum Design Pressure at Fixture (psi) Maximum Design Pressure at Fixture (psi) Maximum Fluid Velocity (ft/sec) Maximum Pressure Loss (psi/100ft) Note Domestic Cold Water 20 80 6 4 Domestic Hot Water 20 80 6 4 Note 1 Note 1 - Potable hot water shall be distributed at 120 °F to all fixtures and scientific equipment. The final water temperature shall be controlled locally at the fixtures and equipment with the use of thermostatic mixing valves. a. All domestic system valves shall be bronze ball valves. OLIVER PK-8 SCHOOL SUPPORTING INFRASTRUCTURE Note: Structural, Civil, and MEPFP outline specifications subject to revision and value engineering through design b. Additional pressure reduction to better the building’s EUI will be evaluated in the field during the commissioning process. 2. Drainage Systems System Type Peak Rainfall Intensity (inches/hour) Event Duration (minutes) Event Return Period (years) Fluid Velocity (ft/sec) Note Storm Water (Primary) 4.5 60 100 3-5 Storm Water (Secondary) 4.5 60 100 3-5 Sanitary Waste NA NA NA 2-4 Note 1 Note 1 - Liquids or solids that constitute a hazard to humans or animals, capable of causing damage or hazard to structures equipment or create any hazard in the receiving waters of the sewage treatment plant shall not be introduced into the sewage system. Water and Energy Conservation 1. Plumbing Fixtures a. Plumbing fixtures shall be installed using the following maximum volumes of water: Plumbing Fixtures Flow rate Water Closet 1.28/0.8 gallons per flush Urinal 0.125 gallons per flush Kitchen sink 1.5 gallons per minute Laboratory sink 1.5 gallons per minute Lavatory sink 0.5 gallons per minute 2. Energy Conservation a. Optimize Energy Performance: Plumbing equipment contributes to overall energy use. The following methods may contribute to energy conservation: i. Reduce operating water pressures (exact pressure requirements will be determined in the commissioning process). ii. Install high efficiency motors, pumps, and water heaters iii. Design energy-conserving distribution systems D. PLUMBING SYSTEM CRITERIA 1. Overview a. Anticipated program includes office spaces, conference rooms, classrooms, science lab, IT space and mechanical/electrical equipment spaces. 2. Anticipated services to be provided include: a. Water service and meter. b. Sanitary main(s) exiting the buildings to site/civil connections. c. Storm drainage main(s) exiting the buildings to site/civil connections. d. Sanitary waste and vent systems. e. Storm water systems. f. Secondary storm drainage systems discharging to daylight at grade or scuppered. OLIVER PK-8 SCHOOL SUPPORTING INFRASTRUCTURE Note: Structural, Civil, and MEPFP outline specifications subject to revision and value engineering through design g. Potable hot and cold-water system. h. Elevator hoist way sump pumps. 3. Overall, the plumbing systems will be designed to promote the safety, comfort and convenience of the building occupants, as well as providing reliable, sustainable and efficient operation of the facility. Potable Cold-Water System 1. The facility will collect roof stormwater runoff to an approximate 150,000-gallon underground cistern. The cistern will be used for fire protection water storage, grey water distribution to water closets, urinals, and exterior wall hydrants. a. A particulate filter shall be provided upstream of the cistern to collect large debris and contaminants. b. Chlorination distribution system shall be provided to the cistern to limit biological growth. c. A portable water, drinking water, system consisting of controllers, pumps, particulate filter, carbon filter, reverse osmosis filter, break tank, UVc light, biological filter and HDPE piping distribution shall be provided to deliver potable grade drinking water to lavatories, drinking fountains and sinks. d. The domestic water system consists of controllers, pumps and HDPE distribution piping. e. A secondary connection from WAPA shall be provided for use in low-cistern water conditions. Both electronic and mechanical water level monitoring shall be provided to automatically fill water to the break tank. 2. The proposed water distribution for the facility will be 4 inches. The backup water service from WAPA is anticipated to be 2 inches. The incoming main and water meter will be located on the ground floor. Duplex backflow preventers located outside of the building will be provided on the incoming water service to protect the site distribution main. 3. Shut-off valves will be provided at each branch take-off. Locate plumbing valves in accessible areas, in corridors if possible. Valves shall not be permitted above bathroom stalls. 4. Hose bibs will be provided in all public toilet rooms, locker rooms and at all mechanical rooms. Group toilet rooms shall be key access. 5. Wall hydrants will be provided around the perimeter of the building within 100 feet of each other and at each face of the roof. 6. Hose bibb adjacent to track and play courts shall be provided for pressure washing. Hose bibb shall be key locked. 7. Water hammer arrestors shall be provided on all quick action valves connected to domestic water system. 8. Backflow prevention devices shall be provided for any coffee maker connected directly to the domestic water system. 9. The underground piping shall be HDPE. 10. Isolation valves shall be provided at entrance of the new/renovated building. Shutoff valves shall be provided at trunk line branches within a building so that water service shutdowns do not affect an entire building for isolated situations and in main piping within large buildings with long pipe runs. Valves shall be located above acoustic tile ceilings. Where not possible a minimum 24”x24” ceiling access panel shall be provided to facilitate maintenance. OLIVER PK-8 SCHOOL SUPPORTING INFRASTRUCTURE Note: Structural, Civil, and MEPFP outline specifications subject to revision and value engineering through design 11. All exposed pipe in kitchens shall be Type L copper. Domestic Hot Water System 1. Domestic hot water will be made available for janitorial needs using individual electric hot water heaters located in the janitor’s closet. Piping systems shall be insulated to comply with ASHRAE 90.1 to prevent excessive heat loss and conserve energy. Hot water re-circulating pumps are not anticipated but will be provided for hot water piping where runs exceed 50’-0”. 2. Liquid Propane Instantaneous hot water heaters are anticipated for the kitchen and showers. Size and location shall be determined based on the anticipated flow rate needed for those spaces. Liquid propane tanks shall be located near the heaters to limit gas piping distribution on the site. 3. All hot water piping will be insulated with mineral fiber insulation. 4. Shut-off valves will be provided at each take-off branch. Valves will be located at accessible locations. 5. Design Hot Water Temperatures 110 °F: Clinic Sinks, Showers, Staff Toilet Room Sinks, Custodial Mop Sinks and Kitchen Hand Sinks. 6. Design Hot Water Temperatures 140 °F: Pot Wash, 3-Compartment Sink, Dishwashers. Piping Materials 1. Domestic cold and hot water piping material will be HDPE or other approved plastic piping system with supports per manufacturer’s recommendations. The domestic water distribution system shall be constructed utilizing an adequately sized system sized to limit velocity to 8 fps to reduce noise and water hammer. Storm Drainage System 1. Storm water drainage system will be provided to convey precipitation from roof drains to the on- site, underground 150,000-gallon cistern. A particulate filter shall be provided prior to entrance of the cistern. Storm water will be collected by gravity. If cistern capacity is exceeded with on-site collection of water, a storm bypass shall be provided, and storm water shall be discharged to the site civil system. 2. Storm piping is intended to be HDPE and sized for expected rainfall collection on a flow basis. Sanitary Waste System 1. Conventional (two-pipe) interior waste collection systems will be provided. A hard-piped sanitary waste and vent riser system will service plumbing fixtures in toilet rooms, hand sinks, mop sinks, exterior can wash and floor drains in toilet rooms, indirect drains and mechanical equipment rooms. 2. Sanitary waste and vent piping will be HDPE. Sanitary piping will be designed for 1/8” per 1’-0” of slope for 3” pipe and larger. Piping smaller than 3” will be designed for 1/4” per 1’-0” of slope. Cleanouts will be provided to meet code and good design practices. 3. Cleanout installed outside the building shall be configured with two separate Y fittings installed in opposing directions instead of single 2-way cleanout fitting. 4. Grease piping shall be provided from the 3-compartment sink to a grease interceptor located at the exterior of the facility in an accessible location. 5. Grease piping is intended to be high-temperature Schedule 80 PVC or HDPE approved for high temperatures. OLIVER PK-8 SCHOOL SUPPORTING INFRASTRUCTURE Note: Structural, Civil, and MEPFP outline specifications subject to revision and value engineering through design 6. Cross fittings are NOT permitted in sanitary waste pipe. 7. DWV Double Wye Fittings are NOT permitted in the Sanitary Waste line. 8. Routing of sanitary mains beneath corridor with cleanouts in the corridor (or non-student occupied spaces adjoining the corridor) is preferred. Liquid Propane Gas System 1. A liquid propane storage tank, gauges, piping and regulation shall be provided for distribution to the hot water heater for the kitchen and cooking equipment for the kitchen. Tank shall be sized for monthly filling. 2. A liquid propane storage tank, gauges, piping and regulation shall be provided for distribution to the hot water heater for the locker room showers. Tank shall be sized for monthly filling. 3. Gas piping shall be corrugated stainless steel or Type “L” copper and provided in a carrier pipe underground if buried underground. Carrier piping shall be properly vented. E. WATER / SEWER / GAS Water The potable water for the site will be provided from an on-site cistern that will collect building roof stormwater runoff. A portion of the collected roof water will be treated to drinking water quality standards and stored in a separate underground chamber adjacent to the cistern. In addition, there will be a 2-inch diameter non-potable water main that will slowly bring makeup water to the cistern from an existing non-potable WAPA water main located along Palmetto Road. The flow of non-potable water to the cistern will be controlled via floats to maintain a certain water level elevation in the cistern. Potable water distribution pipes shall be minimum 4-inch DIP. The potable water shall be pumped from the potable water cistern chamber to the various buildings throughout the site. Fire water shall come from the cistern. The water shall be pumped from the cistern to the various fire hydrants located throughout the project site. Fire hydrants shall be located so that points within 250- feet of the hydrant can be reached by a fire hose. Sanitary Sewer The gravity sanitary sewer collection system within the school site shall be composed of concrete sanitary sewer manholes and minimum 8-inch diameter SDR35 PVC pipes. Sanitary sewer manholes shall be located at maximum 400-foot spacing and at every change in pipe direction. Sanitary sewer service laterals shall be minimum 6-inch diameter SDR35 PVC pipe with cleanouts at the exit point from a building and change in pipe direction. The proposed gravity sanitary sewer system shall connect to the existing public sanitary sewer that runs along Palmetto Road. A concrete sanitary sewer holding tank with a 3-day holding capacity will be required. The proposed gravity sanitary sewer system shall be designed with a diversion structure that allows for sanitary sewage to be diverted to the holding tank during emergencies. OLIVER PK-8 SCHOOL SUPPORTING INFRASTRUCTURE Note: Structural, Civil, and MEPFP outline specifications subject to revision and value engineering through design Gas The project will not incorporate a gas utility system. F. ELECTRICAL NARRATIVE Electrical Design Criteria Codes and Standards 1. The design of all Electrical and Process systems must comply with the applicable codes and standards established for the project, including local and state building codes, health department codes, as well as owner-designated standards and sustainability guidelines. 2. Codes - The following publications will be used as codes for design of the electrical systems on this project: 2024 International Building Code (IBC) 2024 International Existing Building Code (IEBC) 2024 International Energy Conservation Code (IECC) and ANSI/ASHRAE/IES Standard 90.1- 2019 2024 International Mechanical Code (IMC) 2024 International Plumbing Code (IPC) 2024 International Fuel Gas Code (IFGC) 2020 National Electrical Code (NEC) - Effective January 1, 2023 National Fire Protection Association (NFPA) 101 Life Safety Code - 2015 (effective July 1, 2017) 3. Standards - The following publication will be used as standards for reference and care of the electrical systems on this project. NFPA 1, Fire Code, 2021 edition NFPA 70®, National Electrical Code®, 2020 edition NFPA 72®, National Fire Alarm and Signaling Code, 2019 edition NFPA 101, Life Safety Code, 2021 edition The following industry standards are also referenced to establish design criteria: Institute of Electrical and Electronics Engineers (IEEE) American with Disabilities Act (ADA) Illumination Engineering Society (IES) Handbook 10th Edition National Electrical Manufacturers Association (NEMA) Occupational Safety and Health Administration (OSHA) Underwriters Laboratories (UL) OLIVER PK-8 SCHOOL SUPPORTING INFRASTRUCTURE Note: Structural, Civil, and MEPFP outline specifications subject to revision and value engineering through design Electrical Power and Lighting Criteria 1. The design of all Electrical systems must comply with the applicable codes as referenced by the Building Code. The electrical systems will be designed in accordance with the following local and national codes: 2. All of the power densities listed below are preliminary and will be refined as the design progresses in the design development and construction document phases of this project. Power Density Assumptions Area Distribution System Level Estimated Service Demand (W/GSF) Local Branch Panel (W/GSF) Local Distribution Panels (W/GSF) Service Equipment (W/GSF) Office Lighting 3 2.5 2 1.1 Office Power 6 4 2 1.5 Conference Lighting 3 2.5 2 1.1 Conference Power 6 4 2 1.5 Kitchen Lighting 5 3 2 3 Kitchen Power 10 25 2 35 Cafeteria Lighting 5 3 2 3 Cafeteria Power 6 4 2 1.1 Classroom Lighting 5 3 2 3 Classroom Power 6 4 2 1.5 Science Classroom Lighting 5 3 2 3 Science Classroom Power 6 4 2 1.5 Media Lighting 3 2.5 2 1.1 Media Power 6 4 2 1.5 Corridor Lighting 2 1.5 2 1 Corridor Power 2 2 2 2 Restroom Lighting 3 2.5 2 1.1 Restroom Power 2 2 2 2 Mechanical Equipment 18 30 10 5 Design Average 15-20 25-30 8-10 15-20 3. Equipment Sizing Criteria: Service and distribution system components including switchboards, distribution panelboards, feeders, transformers, circuit breakers and other equipment, will be sized for present loads and future allowances as follows: 4. Switchboards will include 20 percent 5. Distribution panels will include 25 percent. 6. Lighting panels will include 25 percent. 7. General purpose branch circuit panels will include 25 percent. OLIVER PK-8 SCHOOL SUPPORTING INFRASTRUCTURE Note: Structural, Civil, and MEPFP outline specifications subject to revision and value engineering through design 8. Lighting Criteria: Unless otherwise noted, illumination levels will be selected according to the method described in the 10th Edition Handbook of the Illuminating Engineering Society of North America (IESNA). Average Footcandles (FC) Area FC Range at Task Area Weighted FC Average Offices 30-40 35 Conference Rooms 20-30 20 Kitchen 40-50 30 Cafeteria 25-30 15 Classroom 40-50 30 Media 20-30 20 Corridors 10-15 10 Restrooms 7.5-30 18 Stairwells 10-15 15 Storage 10-30 15 Mechanical/ Electrical/IT 20-40 30 Minimum Egress Maintained Footcandle Illumination Area Recommended Level Path of Egress 1 average, .2 minimum Exterior Exit Discharge 1 average, .2 minimum Stair/Elevator Lobby 1 minimum Electrical Systems Description Medium Voltage Distribution 1. Utility Company Interface: The main electrical service to the building will be fed from one (1) 750 kVA, pad mounted utility transformer. 2. Utility service lines will enter the campus via a Medium Voltage above ground tap box at elevation 11’ above sea level. 3. A medium voltage above ground net metering cabinet will be provided ahead of the utility transformer. 4. Medium voltage concentric neutral cabling and dead front connections will be made per WAPA standards. 5. All equipment shall be at 11’ above sea level. This will be accomplished either by grading or by above ground vault extensions. 6. Medium voltage manholes will be provided were necessary based on site conditions. 7. Direction boring will be utilized wherever possible. OLIVER PK-8 SCHOOL SUPPORTING INFRASTRUCTURE Note: Structural, Civil, and MEPFP outline specifications subject to revision and value engineering through design Building Electrical Service – Central Energy Plant (CEP) 1. Utility Company Interface: The main electrical service to the building will be fed from one (1) 750 kVA, pad mounted utility transformer 2. The utility transformer will step down the utility service lines to 480Y/277V and serve one (1) 480Y/277V, 3 phase, 4 wire switchboards. Electric service will be secondary metered at the switchboards. The electrical service disconnecting means will be contained in a floor-mounted switchboard. 3. The new facility is estimated to be a 2,000-amp electrical service. 4. Emergency Roll up Generator power connection will be provided for campus. If there is an EHPA Shelter, this system will have its own roll up generator connection. 5. The main campus electrical distribution system will remain phased to accommodate the CM’s approach to construction. 6. The existing buildings will be served by a new central electrical service. 7. Buildings will be fully renovated, and all electrical system modifications will be provided in order to accommodate and bring the facility to current code and meet local standards. New Building Normal and Standby Power Distribution 1. Main distribution feeders will be raceway and wire for horizontal and vertical distribution, in accordance with local Standards. Distribution for the facility will be 480 volt, 3 phase, 3 wire for motor loads, 480Y/277 volt, 3 phase, 4 wire for miscellaneous power and lighting loads, 208Y/120 volt, 3 phase, 4 wire for miscellaneous power loads via dry type transformers. Electric closets will be provided on each floor. 2. Each electrical room will have a lighting panel, with an estimated 125A panel rating. The electrical room will also be provided with an estimated 75kVA dry-type step-down transformer. Each transformer will feed a two-section or three-section panelboard with 84 to 126 poles, and a main breaker rated at 300 amps. The mechanical panel in each electrical room is anticipated to be rated between 225 and 400 amps and be provided with 42 poles. 3. All panelboards to have a main breaker based on NEC requirements and surge protection devices to create a cascading surge protection design. 4. The electrical distribution system will be a fully-rated system with circuit breakers coordinated per the requirements of the NEC. The expected kAIC rating of the switchboard, lighting panels and mechanical panels will be 65kAIC. The expected kAIC rating of the 120/208V panels will be 10kAIC. 5. Transformers will meet the efficiency requirements defined by DOE 2016. Transformers will have 220 C rated insulation. Transformer will be UL listed and meet requirements of latest NEMA and ANSI standards. 6. Vibration Isolation: All transformers, whether hung from the structure or floor mounted, will be provided vibration isolation devices. 7. Each floor will be provided with an electrical room. The main electrical room will be located on the ground floor, as close to the location of the utility transformer as possible, on an exterior wall. The 2nd floor electrical rooms will be vertically stacked above the first floor electrical rooms, one set of stacked rooms on each side of the building. This allows for reduced feeder/circuit runs and a cleaner distribution system . OLIVER PK-8 SCHOOL SUPPORTING INFRASTRUCTURE Note: Structural, Civil, and MEPFP outline specifications subject to revision and value engineering through design 8. Emergency Electrical Distribution: The emergency distribution system will utilize a dedicated emergency electrical room in the building C for the ATS equipment and emergency distribution switchboards. All branch/distribution panel boards will be located with the normal electrical panels within a typical electrical room. This distribution system will stack and all feeders will be fire protected per the NEC requirements. New Photovoltaic System 1. A minimum 1200A rated switchboard shall be provided to connect PV inverters located within each building back to a single point. This distribution panel will interconnect with the main electrical switchgear to provide PV generator electrical power @ 480V 3ph. Each building will have either a single or multiple local inverter that will connected as noted. 2. There shall be a networked PV microgrid control system provided throughout the campus. This control system will monitor all microgrid system components and also provide instruction for switching to stored battery energy throughout normal operation. 3. The estimated system capacity total 500kW. This is intended to generator a Net Zero outcome as it relates to power. However, the final system capacity may vary. Distribution Systems Voltage and Starter Criteria 1. The nominal distribution system Voltages will be as follows: a. 480V, 3 phase for equipment (mechanical, plumbing, other large loads) b. 277V, 1 phase for lighting, normal and emergency c. 208V, 3 phase for miscellaneous equipment loads as required d. 120V, 1 phase for convenience power in office, general areas, etc. e. 120V, 1 phase for other miscellaneous systems (fire alarm, communications, etc.) 2. Motor Voltages a. Less than 4 HP – single phase (voltage may vary) b. 4 and larger HP – three phase (voltage may vary) 3. Motor Starter Types a. ¼ HP and below – Thermal overload switch b. 1/3 to 25 HP – VFD or combination circuit breaker and reduced voltage starter. c. Above 25 HP – VFD 4. Variable Frequency Drives (VFD): VFD’s will be provided for equipment identified by Division 23. VFD’s will be 6 or 12 pulse IGBT type drives. The design will include dV/dt filters and line reactors to mitigate harmonics. OLIVER PK-8 SCHOOL SUPPORTING INFRASTRUCTURE Note: Structural, Civil, and MEPFP outline specifications subject to revision and value engineering through design Building Standby Emergency Power/Battery Backup/Solar Photovoltaic Panels 1. Centralized Building and standby emergency storage system, 1725kW/3500kWh, 480V, 3-ph with a minimum of 3000A of inverter output capacity. Option 1: A. Centralized integrated battery storage solution will be utilized for energy storage and energy management. This system will allow the PV and battery system interact with the facility energy usage, allowing it to monitor energy production, storage, discharge, usage rates and predict demand. B. Scalable battery capacity up to 1 GWH. This system will need approximately 3.5 MWh of battery storage. C. Turn key system – connection of power and communications is all the system will require once located and placed on site. This allows for fast termination and minimal labor effort. D. Integrated optimization software developed for SCADA integration and fast response controls. E. Ventilation and safety features built in and provided without the construction of a battery room. F. Reduced foot print overall. G. Ease of permitting. H. Basis of Design – TESLA MEGAPACK OLIVER PK-8 SCHOOL SUPPORTING INFRASTRUCTURE Note: Structural, Civil, and MEPFP outline specifications subject to revision and value engineering through design Option 2: A. Traditional switchgear, inverter, and battery storage design. B. Battery rooms and required HVAC/Safety designs C. Containment system design D. Integration of controls systems across multiple system components from differing manufacturers. E. Large footprint/space requirements F. Separate fire protection system requirements. 2. Whole system transfer switches will be manual open transition, with bypass isolation. The transfer switch withstand ratings will be selected with consideration given to the upstream overcurrent protective device clearing times. The transfer switch used for emergency power will be selected with 18 or 30 cycles rating to allow for selectively coordinated overcurrent protective devices. 3. A Manual transfer switch connection will be provided for the shelter emergency power as a backup to the centralized battery system. Basis of Design will be Trystar with network connectivity. Cam lock cable transition between normal source and alternate source. 4. At each building, a centralized battery inverter will be provided to provide Life safety lighting throughout. All life safety systems within each building will be provided with battery power per the requirements of NFPA. 5. At each building, a PV system and inverter will be installed and connected to a centralized combiner panel. This combiner panel will be connected to the main switchgear to provide solar energy to the entire campus and provide charging to the battery storage system. OLIVER PK-8 SCHOOL SUPPORTING INFRASTRUCTURE Note: Structural, Civil, and MEPFP outline specifications subject to revision and value engineering through design Electrical Branch Circuit Wiring 1. The power distribution system design will limit voltage drop on panel feeders to 2% for feeders and 3% for branch circuits as a project standard. Feeders and branch circuits will be upsized as required. Feeders and branch circuits larger than 100A will be insulated aluminum and 100A or less will consist of insulated copper conductors in raceway. Grounding wires will be Copper. Wiring methods will be concealed where possible. Mechanical equipment feeders are required to be insulated copper. 2. A minimum of 20-ampere branch circuits will be provided for lighting and power. The minimum size wire for standard 120-volt, 20 ampere circuits shall be #12 AWG. The minimum size wire for any special purpose receptacles will be #10 AWG. 3. All lighting and power circuits will be provided with dedicated neutrals. 4. Receptacles with integral 5 mA ground fault protection will be provided in the following areas or as required by code or program: a. Restrooms b. Roof c. Exterior outlets. d. Wet Locations e. Where located within 6 foot radius of water supply, such as sinks. f. Vending machines g. Entrance Lobbies 5. Feeders and branch circuit wiring will be concealed wherever possible. Wiring method applications include: Application Raceway Conductors Feeders: outdoor, underground Concrete Encased PVC XHHW or THHN copper/AL Wet Listed Feeders; Outdoor, aboveground Rigid Steel conduit XHHW or THHN copper/AL Wet Listed Feeders; Indoors concealed Rigid Steel Conduit, IMC or EMT THHN-THWN copper/AL conductors Feeders; indoors exposed RSC, IMC, or EMT THHN-THWN copper/AL conductors Branch Circuits EMT THHN-THWN copper/AL conductors Emergency and Legally Required Feeders RSC, IMC, or EMT protected in accordance with NEC or fire rated cable assembly THHN-THWN copper/AL conductors protected in accordance with NEC or MI Cable. 6. Rigid Steel Conduit (RGS) a. Exposed exterior locations (including loading dock). b. Ductbank elbows/turn-ups into equipment or above grade. If below grade, elbow shall be zinc coated to provide corrosion resistance. OLIVER PK-8 SCHOOL SUPPORTING INFRASTRUCTURE Note: Structural, Civil, and MEPFP outline specifications subject to revision and value engineering through design c. Other areas subject to physical abuse. 7. Schedule 40 PVC a. Concrete encased raceway in slab, in ductbank or under slab. 8. Electrical Metallic Tubing (EMT) a. Other interior exposed areas. b. Set screw fittings Grounding 1. The building grounding electrode system will consist of all code required grounding electrodes bonded together including metal underground water pipes, metal frame of building or structure, concrete encased electrodes and ground rods. 2. The grounding system will be in accordance with NFPA 70. The grounding will consist of a three ground rods in a triad arrangement connected with 4/0 AWG bare copper ground conductor under a minimum of 1 foot of cover. The ground rods will be copper clad steel rods 3/4-inch diameter x 10 feet long with top 1 foot below grade. Ground rods will be located as a minimum one at each lightning protection down conductor, three at the service entrance location spaced at least one rod length from each other and at least the same distance from other grounding electrodes and at no more than 100 foot intervals around the perimeter. 3. The building main electrical room will be provided with a connection to the grounding electrode system for bonding the neutral conductor at the transformer secondary overcurrent protective device. The grounding electrode system will also be extended to ground buses located distributed electrical rooms for supplemental grounding and bonding of separately derived systems. 4. A separate connection to the grounding electrode system will be extended to ground buses located in the main communication and intermediate distributed communication rooms. 5. All underground connections and connections to structural steel will be exothermically welded connections. Above ground exposed connections will be bolted connections. 6. All feeders and branch circuits will have an insulated equipment grounding conductor. 7. Electrically classified, hazardous, areas will be provided with a supplemental ground bus to ensure exposed metal surfaces are at an equipotential level. Lightning Protection 1. The building will be equipped with a conventional NFPA 780 lightning protection system to safeguard persons and property from hazards arising from exposure to lightning. Lighting 1. The lighting systems (luminaires, placement, and controls) used will be selected to satisfy the prescribed visual, environmental, and energy requirement while also eliminating light trespass from the building and site. In addition to designing for task requirements, lighting systems will be designed to create pleasant aesthetic and psychological impressions in finished spaces. 2. The lighting design will include predominantly high performance, fixtures to optimize lumen output and energy efficiency. Fixture construction for Mechanical/Electrical areas, elevator pits, etc. will be commercial specification-grade LED luminaires as a minimum standard of quality. OLIVER PK-8 SCHOOL SUPPORTING INFRASTRUCTURE Note: Structural, Civil, and MEPFP outline specifications subject to revision and value engineering through design 3. The lighting design will include predominantly high performance, LED fixtures to optimize lumen output and energy efficiency and 0-10V dimming. General interior areas in offices and conference rooms will be provided with 2’x2’, volumetric fixtures, utilizing LED technology. 4. Coordination with architect for any specialty lighting will be given to the lobby, conference, and other specialized spaces to accommodate a desire for a unique and inviting atmosphere. Fixture selection will be performed by architect in this situation and reviewed by the owner prior to incorporation into the plans by the TLC design team. 5. Light fixtures in stairways shall be mounted above the landings and on the walls adjacent to the stairs. All fixtures within the stairwells shall be connected to inverters. 6. Exit lights will be LED edge-lit type in front of house spaces. Exterior and back of house spaces will be thermoplastic type UL listed for the space that they are installed. 7. Emergency lighting and exit lights will be provided and powered by inverter. 8. Emergency lighting will be provided in electrical rooms, mechanical rooms, public restrooms, classrooms, and conference rooms, in addition to where required by code. 9. Exterior lighting will consist of building mounted LED luminaires. Exterior site lighting shall be 480V three-phase balanced load. Exterior building lighting, will be 277V. Landscape lighting, if desired, will be designed by a landscape architect and the power for these fixtures will be accommodated on TLC plans. Lighting Controls 1. The lighting control system shall consist of local indoor automatic, digital network area lighting controls. The building lighting control will be provided by a combination of Vacancy/occupancy sensors and photocells (for dimmed daylight harvesting). The controls will be automated wherever possible for the maximum reduction of energy consumption. 2. It is anticipated that a SensorSwitch nLight, or equal, lighting control system will be used as a basis of design for the building lighting control system, which will be interfaced with the BAS system through BACnet protocol. The nLight, or equal, system will control restrooms, corridors and exterior lighting. 3. In individual spaces such as private offices, small conference rooms, storage rooms, lighting control shall be through stand-alone components, not interfaced with the building lighting control system. 4. Vacancy sensor dual technology shall be provided in all offices. Occupancy sensor dual technology shall be provided in all restrooms, common areas, open office areas and corridors. 5. All rooms which exceed the required wattage within a natural lighting level zone will be provided with daylight sensor dimming control. 6. Mechanical rooms, electrical rooms, telecommunications closets will be provided with only local switching for lighting controls. 7. Exterior Fixtures designated for security purposes will be controlled by photocell on/photocell off operation, while the remaining fixtures will be controlled by photocell on/timeclock off operation through a building lighting control system, which is to be interfaced with the BAS system. Emergency Lighting 1. An emergency lighting system will be provided to allow the safe evacuation of the building in the event of a loss of the normal lighting power. OLIVER PK-8 SCHOOL SUPPORTING INFRASTRUCTURE Note: Structural, Civil, and MEPFP outline specifications subject to revision and value engineering through design 2. Exit signs and emergency path of egress lighting will be provided in accordance with applicable codes in exit routes, exit stairways, exit passageways, open plan office spaces, electric rooms and mechanical rooms. Required Electrical Studies 1. In order to provide a baseline database for operation and maintenance of the building, the project specifications will require the following studies to be performed by the installing contractor. All electrical studies will be performed by a registered professional engineer and submitted for review and approval by the electrical engineer and Owner prior to releasing any equipment and shall include the following: a. Short circuit: Study shall be conducted at all busses in the system. Study shall be performed for both utility, generator and transition mode. Study shall assume full contribution from all motor loads. A full report shall be provided showing fault currents in all configurations and associated X/R ratio. b. Selective Coordination: Study shall provide all settings for programmable trip units and adjustable breakers. The emergency system breakers shall be fully coordinated as required by the NEC. Study shall include copies of all TC curves used and graphic and text data indicating proper coordination. The contractor will be required to provide the appropriate breaker type/style/rating/framing as required by this study. c. Arc Flash: Study shall indicate working distance for all panels. Study shall include all labeling required per NFPA 70E. Labels will be required in electronic format and installation of labels will be included as a requirement of the specification. OLIVER PK-8 SCHOOL SUPPORTING INFRASTRUCTURE Note: Structural, Civil, and MEPFP outline specifications subject to revision and value engineering through design G. COMMUNICATIONS AND TECHNOLOGY Technology Project Overview 1. This project involves multiple buildings across the property. Some buildings will be renovated and others will be fully new construction. 2. The MDF will be installed in one of the first phase’s completed building. This MDF must also be constructed in a location free and clear of footer to allow distribution of multiple 4” conduits. These conduits cannot exceed (2) 90-degree bends. All conduits designated for fiber optics must have a 10x bend radius. Once the new MDF is up and running, a new Fiber optic cable will be provided, and a scheduled switchover with VIDE will take place to minimize downtime. A set of new service provider conduits will also be provided to the coordinated location on the property line to allow for a clean break from the existing campus network and minimal rework and site conflicts with the new parking lot. General Communications Requirements IDFs and MDF Requirements: 1. A minimum of four (4) 4” PVC conduits will be provided from an existing site telecommunications manhole to the new main telecommunications room (MDF) in the new building. The MDF room will be 10’ x 20’ minimum. (specific sizes will be identified and provided to the architect during the early DD phase once a Revit model is provided and an initial layout is available). The MDF will be for the entrance facility and cabling for the first floor up to the maximum 100-meter distance to any station outlet in the building. 2. Telecommunications rooms (IDFs) will be stacked in the building to provide a practical method of system wiring concerning the distance to the user. IDFs will be located on the 1st and 2nd floors of the building to maintain the maximum 100-meter distance to any station outlet in the building. IDF rooms will be 8’ x 10’ minimum (specific sizes will be identified and provided to the architect during the early DD phase once a Revit model is provided and an initial layout is available). 3. (1) 4” Conduits will be provided with (4) 1” Innerducts for Voice/Data only and (2) 4” conduits with (4) 1” Conduits for public address, Fire alarm, Master Clock and all other Technology cables. 4. The MDF/IDF room will have data racks for network equipment provided by VIDE, with an overhead ladder cable tray from the rack to the wall. Equipment & Layout 1. Racks & Cabinets: Floor-mounted or wall-mounted racks house switches, patch panels, and other active components. 2. Clearances & Accessibility: Maintain minimum clearance of 3 feet around equipment for easy maintenance. 3. Grounding & Bonding: All equipment is properly grounded per TIA-607-D standards to prevent electrical hazards. 4. Patch panels shall be used for structured cable termination and efficient cable management. OLIVER PK-8 SCHOOL SUPPORTING INFRASTRUCTURE Note: Structural, Civil, and MEPFP outline specifications subject to revision and value engineering through design Wireless & IP Integration 1. Structured cabling supports Wi-Fi access points (APs) at strategic locations for optimal coverage and performance. 2. Power over Ethernet (PoE) technology is implemented for APs, security cameras, and VoIP phones to reduce power cabling needs. 1. Classrooms must have (2) duplex data outlets for classroom use. One is in front near the teaching wall (TI), and the other is in the back of the room for flexible teacher/classroom use. An additional duplex data outlet for the WAP is located above the ceiling at the center of the room. The teacher wall data outlet (TI) must include (2) data outlets and (1) HDMI cable to the projector installed in the room. 2. Conference rooms must have (2) duplex data outlets (one for phone/ one for printer). They must also have a floor box/poke-thru in the center of the area under the table with (2) data outlets installed. 3. Offices must have (2) data outlets with (3) data jacks in each and installed on opposite walls for flexible office layout. 4. Overhead cable tray will be provided as a telecommunication distribution system throughout the facility. The cable tray will be wire mesh type with minimum dimensions of 4 inches deep and 18 inches wide. The cable tray must also be installed 12” away from the wall. Safety and Security Compliance 1. Fire-rated cables and conduits comply with local and national building codes. 2. Secure network infrastructure minimizes unauthorized access and cyber threats. 3. Regular testing and certification ensure adherence to performance benchmarks. Data and Telephone System 1. The data system wiring will be provided in conjunction with meeting with VIDE and DLR. It will consist of T568B RJ-45 jacks at designated locations and Category 6A UTP cabling terminated in designated MDF or IDF. Fiber optic cabling (In 1” multicell innerduct) will be provided from MDF to each IDF and terminated in rack-mounted fiber optic distribution centers (FDC). The data riser cable shall be 62.5 µm multi-mode / 9 µm single mode fiber optic cable. The data system shall exhibit a forward band-pass of 1 GHz. 2. Any copper or fiber optic cable installed in conduits in the ground shall be provided as flooding cable or with a water-blocking compound. 3. CCTV cameras Category 6A cable must be orange in color 4. All other data cables must be blue in color 5. In addition to the contractor’s 1-year warranty on all labor and materials, the manufacturer of the horizontal distribution system must provide a 25-year system performance warranty. 6. All Data cabling will terminate on patch panels in the IT rack of the associated MDF or IDF. For any devices that require a copper connection, a patch cable will be provided and connected to a 24-port voice patch panel that is then connected to a 66-block installed on the wall. 7. The number of telephone pairs required will be coordinated with the VIDE and DLR. OLIVER PK-8 SCHOOL SUPPORTING INFRASTRUCTURE Note: Structural, Civil, and MEPFP outline specifications subject to revision and value engineering through design 8. Telephone lines will be provided in the building elevators, which utilize a permanently mounted telephone. Wall-mounted outlets for emergency telephones will be on each floor. 9. Primary Protector blocks must protect all 66 blocks between the MDF and the IDF. 10. An owner-provided contractor installs wireless access points and all wireless access point brackets. However, the contractor also provides all wireless access point hangers, which must be B-Line BA50A. Video Systems 1. Video systems in all teaching spaces are to be via mobile carts, providing the greatest flexibility of room arrangements, and allows the instructor to use displays or projection carts for their specific segments of instruction. The connection points for the mobile video carts are provided on three of the walls, and the floor (second story and above) via a connection plate. These mobile video carts will be fed from a user-provided laptop, or additional school-provided sources. a. A wireless transmitter shall be installed on each mobile cart, or wireless sharing devices, to pass audio/video content to the in-room amplifier and ceiling mounted speakers. b. Control and selection of the video input signals are provided by the push-button control panel mounted on/near the teaching wall. Intercom System 1. Master Stations: Centralized control panels located in administrative offices or security rooms allow for direct communication with all areas. 2. Substations: Wall-mounted or desktop intercom units placed in classrooms, offices, and common areas provide two-way communication. 3. Hands-Free Operation: Touchless communication options for sanitary and safety purposes. 4. IP-Based Intercoms: Use Power over Ethernet (PoE) for simplified installation and integration with the existing network infrastructure. 5. Audio Quality: High-definition audio codes ensure clear voice transmission. Paging System: 1. Zoned Paging: Customizable zones (e.g., floors, departments, or buildings) enable targeted announcements, reducing unnecessary disruptions. 2. All-Call Capability: Allows facility-wide announcements for emergencies or general information. 3. Outdoor & Indoor Speakers: Weather-resistant speakers for external areas and ceiling or wall- mounted speakers for internal spaces ensure complete coverage. 4. Integration with Emergency Systems: Connects with fire alarms and emergency notification systems for coordinated responses. OLIVER PK-8 SCHOOL SUPPORTING INFRASTRUCTURE Note: Structural, Civil, and MEPFP outline specifications subject to revision and value engineering through design Clock System 1. Synchronized Clocks: Wireless (Battery Operated) analog clocks synchronized via Network Time Protocol (NTP) or GPS provide consistent and accurate time display across the facility. 2. Bell & Tone Scheduling: Integrated with the paging system for automated bell schedules in educational or industrial settings. 3. Centralized Management Software: Unified interface for managing intercom, paging, and clock systems, accessible from desktops, tablets, or mobile devices. 4. User Permissions: Role-based access control to prevent unauthorized use. Video Surveillance System 1. A video surveillance system comprises a camera, data transmission wiring, and a control station with associated equipment. Provide a surface-mounted data outlet above each camera location for all interior cameras. All interior cameras must be semi-recessed and installed on a Caddy ATA41 T-Grid mount. Flush-mounted cameras are not accepted. A surface-mounted data outlet must be provided within 12 inches of the thru-wall sleeve for exterior-mounted wall cameras. Parking lot pole-mounted cameras are not allowed. 2. Video Management System (VMS) a. Centralized Video Monitoring: Security personnel can access live feeds and recorded footage via a unified control center. b. Motion Detection & AI-Based Analytics: Triggers alerts based on motion, facial recognition, and unusual activity. c. Automated Event Tagging: Smart indexing for quick retrieval of critical events. d. Multi-User Access: Role-based permissions allow different levels of access for administrators, security staff, and IT personnel. 3. Network & Data Storage a. Edge & Cloud Storage: Combination of local Network Video Recorders (NVRs), cloud- based storage, and redundant backup systems for data security. b. RAID-Configured Servers: Redundant storage for failover protection against data loss. c. Bandwidth Optimization: Efficient video compression (H.265/H.264) reduces network load while maintaining video quality. 4. Integration with Security Systems a. Access Control System Integration: Cameras monitor entry points, logging activity with door access systems. b. Alarm & Intrusion Detection: Video verification for triggered alarms to reduce false alerts. 5. Remote Monitoring a. Mobile & Web Access: Security teams can monitor and manage video feeds remotely via secure mobile applications and web dashboards. OLIVER PK-8 SCHOOL SUPPORTING INFRASTRUCTURE Note: Structural, Civil, and MEPFP outline specifications subject to revision and value engineering through design Access Control and Intrusion Protection 1. The AC/IDS will be a smart, forward-thinking system that keeps the facility secure. It will manage who comes in and detects any unauthorized activity. By combining advanced security features like authentication, intrusion sensors, and real-time alerts with a central monitoring system, it allows you to be proactive about security. This ensures a rapid response to threats and helps you meet compliance standards, keeping your environment safe and controlled. 2. Intrusion Detection System (IDS) a. Motion Sensors Detectors: Detect unauthorized movement and forced entry. b. Door & Window Contact Sensors: Monitor doors, windows, and restricted entry points. c. Tamper Detection Alerts: Sends real-time notifications for system tampering or disabled sensors. d. Silent & Audible Alarms: Configurable alerting system for discreet or loud deterrence. 3. Centralized Monitoring & Control a. Security Operations Software: Centralized dashboard for live monitoring of access points and intrusion events. b. Real-Time Alerts & Notifications: Security teams receive instant alerts via mobile apps, email, and SMS. c. Event Logging & Audit Trails: Tracks all access events, attempts, and security violations. Fire Alarm Distributed Antenna System Infrastructure (FADAS) 1. A fire alarm distributed antenna system is not intended for the facility as it was not expressed in the design criteria as required. Cellular Distributed Antenna System Infrastructure (CDAS) 1. A CDAS system is not intended for the project. OLIVER PK-8 SCHOOL SUPPORTING INFRASTRUCTURE Note: Structural, Civil, and MEPFP outline specifications subject to revision and value engineering through design H. FIRE PROTECTION DESIGN GUIDELINES Fire Protection System Criteria 1. Overview a. This Fire Safety Systems section of the Basis of Design document is intended to describe the fire suppression and fire / emergency alarm and signaling systems necessary to satisfy minimum fire protection code requirements and stakeholder objectives for the proposed construction. b. This building incorporates a standard automatic wet pipe sprinkler system design based on NFPA 13 requirements for building protection and life safety issues. This system shall be designed, installed and tested by a licensed fire protection contractor. The system shall comply with NFPA 13 requirements and shall be hydraulically calculated based on the building occupancy and area hazard/density designation. This building shall also be required to comply with NFPA 14 regulations for building standpipe installations. A fire pump will be required to maintain pressure and flow requirements based on the available site water pressure and the height of the building. c. The project includes the construction of classrooms, conference rooms, multipurpose spaces, offices, kitchen, media and other support spaces. d. Fire protection for the site shall be provided by an on-site UL-listed pumping system utilizing the on-site cistern storage. A electric-driven fire pump shall provide the pressure and flow needed to meet NFPA design requirements. A jockey pump shall be provided to limit the starting and stopping of the large fire protection pump. e. The fire pump shall be complete with system controllers. f. Site fire hydrants shall be pressurized by the on-site pumping system. g. Fire protection piping shall be HDPE approved for fire protection systems. h. Dry chemical system shall be provided to the kitchen grease hood. Fire Protection Building System Description 1. Automatic Sprinkler Systems a. The proposed building will be protected throughout by an automatic sprinkler system designed in accordance with NFPA 13. Sprinklers will be provided in all areas required by NFPA 13, local code requirements in accordance with fully sprinklered buildings. Unless noted otherwise, building sprinkler systems will be automatic wet-pipe type. b. The sprinkler system shall be maintained in accordance with NFPA 25. c. The wet-pipe automatic sprinkler system will be zoned per floor via zone control assemblies each inclusive of indicating isolation valve, check valve, flow switch and combination test/drain valve. d. All automatic sprinkler systems shall be equipped with local water flow alarms (zoned in coordination with the fire alarm and smoke control zoning) and supply valve supervisory switches (tamper switches; one per valve). Activation of a water flow alarm will result in a full “FIRE ALARM” in the building resulting in evacuation of occupants and automatic notification to the local fire department. Closure of a sprinkler control valve shall result in a OLIVER PK-8 SCHOOL SUPPORTING INFRASTRUCTURE Note: Structural, Civil, and MEPFP outline specifications subject to revision and value engineering through design “SUPERVISORY SIGNAL” being sent to the central building fire monitoring console in order to notify building maintenance of a potential problem (closed system valve). e. Sprinklers will be quick / fast response type throughout, unless not permitted by NFPA 13 (extra hazard occupancies) or otherwise not suitable for an application (high temperature spaces). f. The riser and associated fire pump shall be sized to provide 60 psi at the inlet side of the highest hose valve. Hydraulic calculations and pipe sizes for each standpipe shall be based on providing 250 gpm at the hydraulically most remote two hose connections on the most remote standpipe and at the top most outlet of each additional standpipe, not to exceed 1,000 gpm. Special Application Automatic Fire Suppression 1. Where the immediate application of fire suppression water represents a potential hazard to occupant safety or protected equipment, preaction sprinkler and / or alternative fire extinguishing systems may be used. Fire Department Connection 1. The building shall be served with one (1) fire department connections, located near pavement or sidewalk but shall not be installed behind shrubbery or planters. Each connection shall be identified with a reflective screen-printed sign having symbols given in NFPA 170. Water Supply 1. The on-site non-potable water distribution network will supply the building fire sprinkler via an underground piping service entrance. 2. An 8-in underground fire services will supply the buildings. Fire Protection System Criteria 1. General a. The project location is the United States Virgin Islands; and is subject to the requirements of the laws, regulations, ordinances, codes and referenced design standards as adopted and amended by the regulatory entities in authority. b. The design of the fire protection system will comply with the applicable National Fire Protection Standards and International Building Codes established for the project. OLIVER PK-8 SCHOOL SUPPORTING INFRASTRUCTURE Note: Structural, Civil, and MEPFP outline specifications subject to revision and value engineering through design I. STORM DRAIN AND STORM WATER MANAGEMENT The proposed stormwater management system for the project site will honor the existing stormwater flow patterns of the general area where the project is located. Site stormwater runoff will be collected by precast concrete catch basins and conveyed to an on-site exfiltration gallery via concrete pipes. Stormwater runoff collected on the building roofs will be conveyed by PVC SDR35 rainwater leaders to concrete conveyance pipes which will convey the stormwater to a cistern. The cistern overflow will be designed to discharge towards the southeast of the site like the existing cistern. Site stormwater runoff will be collected and directed to an exfiltration gallery. We anticipate locating the exfiltration gallery near the drop-off area. The exfiltration gallery overflow shall be designed with an overflow towards the southeast. J. PAVEMENTS All pavement requirements will be determined based on a soils report to be completed before the design phase. At a minimum the asphalt pavement sections for parking, driveways and roads shall consist of a minimum of 2-inch asphalt, 8-inch rock base meeting minimum LBR 100 and compacted to 100% maximum density per AASHTO T-180 and 12-inch stabilized subgrade with minimum LBR 40 compacted to 98% maximum density per AASHTO T-180. At a minimum the concrete sidewalks shall be 6-inch thick 3,000-psi concrete with broom finish over a 12-inch stabilized subgrade. At a minimum concrete pavement shall be 6-inch thick with 4,000-psi concrete with welded wire mesh reinforcement over an 8-inch rock base meeting minimum LBR 100 and compacted to 100% maximum density per AASHTO T-180 with a 12-inch stabilized subgrade with minimum LBR 49 compacted to 98% maximum density per AASHTO T-180. K. TRANSITIONAL STRUCTURES AND SPACES Based on current condition, no temporary facilities are required. OLIVER PK-8 SCHOOL SAFETY / SECURITY 8.0 SAFETY / SECURITY A. SAFETY / SECURITY STANDARDS Design Criteria The design of the site and facilities will be performed in accordance with the standards listed below. In the case of conflict between these criteria, the most stringent requirement will govern. Further development of the design will be held in compliance with these standards. NFPA Fire Codes NFPA 101 ICC500-202 Standard for the Design and construction of Storm Shelters FEMA P-361 FEMA Standard for Design of Safe Rooms for Tornadoes and Hurricanes IBC 2024 International Building Code, 2024 2021 US Virgin Island Code, Title 29 - Public Planning and Development, Chapter 5- Building Code Basis of Design The proposed development is a new replacement of an existing non-operating school campus. The school is planned to be located within a secure perimeter (P-1). A secondary perimeter (P-2) will be located within the property to define the zone at which students are secure within the campus during operations. A single point of entry is defined at the Administration to control the campus. Refer to Site Safety / Security Diagram below: SECURITY CHECKPOINT SINGLE POINT OF ENTRY P-1 P-1 P-1 DINING ADMIN + MEDIA GYM + LOCKERS FORT P-1 OLIVER PK-8 SCHOOL SAFETY / SECURITY Site Features: Playground equipment will be located within the protective perimeter (P-2). All electrical and mechanical equipment, i.e., specify transformers, condensers, chillers, etc., as well as all trash containers and the respective enclosures will be located within a secure perimeter and away from schools and support buildings. Parking areas for schools and support buildings will be in areas of control and ease of visual supervision. Access gates will control access to the site as well as prevent access within the P-2 boundary during school operations. Per Charrette discussion, VIDE is implementing new metal detector access point controls and scanners. VIDE is to provide the new security standards and requirements for these systems in the next design phase. Designated locations are indicated for preliminary recommendations on the Site Safety / Security Diagram. Drive-Up / Drop-Off Roadways: Barriers and Roadways will be provided to protect drive and drop-off areas. Gates and controls will be placed to secure access accordingly. Passive barriers will be proposed in the design phase to limit ease of access for vehicles to designated drop-off and building areas. Building and Vertical Construction Features: Electronic Physical Access Control Systems The intent for the new planned expansion will reshape and re-position the administrative suite for the campus to create a new centralized single point of entry at the front of the school. This initial move will relocate the control point in compliance with VIDE’s security requirements. Access Control – Locations Access control to schools and support buildings will use a centralized system in coordination with VIDE standards. Access Control – Interior Doors Based on the design configuration of the remodel and expansion to the school, it may be necessary to equip additional interior doors with controls. This item is to be evaluated and designed in accordance with VIDE standards. Smart Cards The renovation and expansion areas planned will use the Common Access Card as the identity credential for supporting interoperable access to the schools in accordance with the VIDE security criteria. Smart Cad Security Management Software The expansion and renovation area of the school shall be designed to use a fully integrated access control solution to always monitor and track who is coming and going (when applicable), approved by VIDE personnel. The software will allow the school and support buildings to grant access to VIDE personnel. The software will be designed to include real-time messaging and cross platform communications to manage the access control system. The software will allow VIDE to terminate access. OLIVER PK-8 SCHOOL SAFETY / SECURITY Intercom Requirements The project delivery team shall make every effort to integrate security intercoms (e.g., public call stations) with remote door and remote gate release in accordance with the VIDE operational requirements. If unable to integrate into the existing system, a new system shall be provided. Intercom System Functions The new expansion and renovation areas planned shall have an intercom system to provide visitors and, on occasion, students and staff the means to communicate with the administrative suite for entry into the school or support buildings. By providing these types of systems, it eliminates the need for students and staff to leave doors propped open for convenience, enhancing force protection. Ai-Phone Intercom System Locations The project delivery team will place the master station at a reception desk inside the administrative suite, central storage, receiving room, and kitchen office. Access Control Support Equipment The new single point of entry and administration suite shall have installed the controls client enrollment workstation. The client enrollment workstation is to manage the access control system and issue temporary access badges to authorized visitors, volunteers, and contractors. Door Position Sensors Door position sensors are recommended to be provided for all new and renovated areas to report the open or closed status of a door to the access control system, allowing it to engage locks, annunciate alarm conditions, and other actions that provide security integrity. This item shall be addressed in the design phase. OLIVER PK-8 SCHOOL SCOPE CHANGES 9.0 SUMMARY OF SCOPE CHANGES A. SCOPE DEVELOMENT / DESIGN CHANGES • Reduce one (1) K-5 SLC – provide Deduct Alternate with budget cost (Closed – Removed.) • RFI #010: Electrical installation to be designed for net 0 criteria. Provide 115% electricity demand with PV panels and 3-days battery backup. • RFI #017: Change of code from IBC 2021 to 2024. • RFI #022: Confirmation that all “semi-conditioned” areas as defined in bridging documents should air conditioned (Closed) • Revision of program and capacity compared to bridging documents. (Closed) • RFI #027: Gym and Dining Building is to be designed as a storm shelter per ICC 500 (Closed) • New Construction plan optimization to remove +/- 2,000 SF at 2-Story SLC (Closed) • Additional Drop Off areas for parents and bus access. • Security scanner (magnetic) check points for all entering the site (2). • Security Entrance Standards (New) • Finish Material Standards (New) B. POTENTIAL ADDITIONAL SCOPE IMPACTS (OPEN RFIs) • RFI #024: Transformers and flume hood • RFI #025: MEP criteria and basis of design documentation (Closed) • RFI #026: Energy modeling/microgrid criteria (Closed) • RFI #030: Fire truck specifications (Closed) • RFI #033: WAPA handbook (Closed) • RFI #034: Traffic study parameters (Closed) • RFI #035: VITEMA maintenance capacity (Closed) OLIVER PK-8 SCHOOL SPECIFICATIONS 10.0 SPECIFICATIONS Please see attached Specifications Table of Contents for intended specifications development. Emanuel Benjamin Oliver PreK-8 School 08-08-2025 Virgin Islands Department of Education Schematic Design 83RM+P83 Zyscovich, LLC Project No.: 25-0289.05 TABLE OF CONTENTS 00 0110 - 1 SECTION 00 0110 TABLE OF CONTENTS List of Specifications Description Discipline SD Sub. 08-01-2025 VOLUME 1 of 2 – Divisions 00-14 INTRODUCTORY INFORMATION DIVISION 00 00 0100 List of Professionals Arch 00 0110 Table of Contents Arch 00 3132 Geotechnical Report Geo SPECIFICATIONS DIVISION 01 GENERAL REQUIREMENTS 01 1000 Summary Arch 01 2000 Price and Payment Procedures Arch 01 2500 Substitution Procedures Arch 01 2500A Substitution Request Form Arch 01 3000 Administrative Requirements Arch 01 4000 Quality Requirements Arch 01 4100 Regulatory Requirements Arch 01 4500 Structural Testing and Inspection Struct 01 5000 Temporary Facilities and Controls Arch 01 5719 Temporary Environmental Controls Arch 01 6000 Product Requirements Arch 01 6116 Volatile Organic Compound Content Restrictions Arch 01 7000 Execution and Closeout Requirements Arch 01 7419 Construction Waste Management and Disposal Arch 01 7800 Closeout Submittals Arch 01 9113 General Commissioning Requirements Arch DIVISION 02 EXISTING CONDITIONS 02 400 Demolition DIVISION 03 CONCRETE 03 0516 Underslab Vapor Retarder Arch 03 1000 Concrete Formwork Struct 03 2000 Concrete Reinforcement Struct Emanuel Benjamin Oliver PreK-8 School 08-08-2025 Virgin Islands Department of Education Schematic Design 83RM+P83 Zyscovich, LLC Project No.: 25-0289.05 TABLE OF CONTENTS 00 0110 - 2 List of Specifications Description Discipline SD Sub. 08-01-2025 03 3800 Cast-in-Place Concrete Struct 03 3511 Concrete Floor Finishes Arch 03 5400 Cast Underlayment Arch DIVISION 04 MASONRY 04 2000 Concrete Masonry Units Struct DIVISION 05 METALS 05 2000 Structural Steel Struct 05 1210 Structural Steel-Seismic Struct 05 1250 Architectural Exposed Structural Steel Struct 05 2000 Steel Joists Struct 05 3000 Steel Deck Struct 05 4000 Cold Formed Metal Framing Arch 05 5000 Metal Fabrications Arch 05 5100 Metal Stairs Arch 05 5213 Pipe and Tube Railings Arch DIVISION 06 WOOD, PLASTICS, AND COMPOSITES 06 1000 Rough Carpentry Arch 06 4100 Architectural Wood Casework Arch DIVISION 07 THERMAL AND MOISTURE PROTECTION 07 1300 Below Grade Waterproofing Arch 07 1616 Crystalline Waterproofing Arch 07 1800 Waterproof Coatings (Exposed) Arch 07 19 16 Water Repellent Sealers Arch 07 2100 Thermal Insulation Arch 07 2117 Foamed In Place Insulation Arch 07 2129 Sprayed Insulation Arch 07 2700 Air Barriers Arch 07 4113 Metal Roof Panels Arch 07 4213 Metal Wall Panels Arch 07 4243 Composite Wall Panels Arch 07 4246 Fiber-Cement Wall Panels Arch 07 5400 Thermoplastic Membrane Roofing Arch Emanuel Benjamin Oliver PreK-8 School 08-08-2025 Virgin Islands Department of Education Schematic Design 83RM+P83 Zyscovich, LLC Project No.: 25-0289.05 TABLE OF CONTENTS 00 0110 - 3 List of Specifications Description Discipline SD Sub. 08-01-2025 07 6200 Sheet Metal Flashing and Trim Arch 07 5556 Fluid-Applied Protected Membrane Roofing Arch 07 7100 Roof Specialties Arch 07 7200 Roof Accessories Arch 07 8400 Firestopping Arch 07 9200 Joint Sealants Arch DIVISION 08 OPENINGS 08 1113 Hollow Metal Doors and Frames Arch 08 1416 Wood Doors Arch 08 3100 Access Doors and Frames Arch 08 3323 Overhead Coiling Doors Arch 08 3500 Side Folding Grilles Arch 08 3513 Folding Doors Arch 08 3613 Sectional Doors Arch 08 4313 Aluminum Framed Storefronts Arch 08 4413 Glazed Aluminum Curtain Walls Arch 08 4435 Fire Rated Storefronts Arch 08 4600 Glazed Interior Wall and Door Assemblies Arch 08 5113 Aluminum Windows Arch 08 7100 Door Hardware Arch 08 8000 Glazing Arch 08 8300 Mirrors Arch 08 9100 Louvers Arch DIVISION 09 FINISHES 09 0561 Common Work Results for Flooring Preparation Arch 09 2116 Gypsum Board Assemblies Arch 09 2236 Lath and Accessories Arch 09 2400 Cement Plastering Arch 09 3000 Tiling Arch 09 5100 Acoustical Ceilings Arch 09 5400 Metal Ceilings Arch 09 6400 Wood Flooring Arch 09 6500 Resilient Flooring Arch 09 6566 Resilient Athletic Flooring Arch Emanuel Benjamin Oliver PreK-8 School 08-08-2025 Virgin Islands Department of Education Schematic Design 83RM+P83 Zyscovich, LLC Project No.: 25-0289.05 TABLE OF CONTENTS 00 0110 - 4 List of Specifications Description Discipline SD Sub. 08-01-2025 09 6700 Fluid Applied Epoxy Flooring Arch 09 6813 Tile Carpeting Arch 09 7200 Wall Coverings Arch 09 8430 Sound-Absorbing Wall and Ceiling Units Arch 09 9113 Exterior Painting Arch 09 9123 Interior Painting Arch DIVISION 10 SPECIALTIES 10 1100 Visual Display Units Arch 10 1200 Display Cases Arch 10 1400 Signage Arch 10 1465 Marquee Sign Arch 10 2113 Toilet Compartments Arch 10 2123 Cubicle Curtain and Tracks Arch 10 2239 Folding Panel Partitions Arch 10 2601 Wall and Corner Guards Arch 10 2800 Toilet, Bath, and Laundry Accessories Arch 10 4300 Emergency Aid Specialties Arch 10 4400 Fire Protection Specialties Arch 10 5129 Phenolic Lockers Arch 10 7113 Exterior Shutters Arch 10 7500 Flagpoles Arch DIVISION 11 EQUIPMENT 11 3013 Residential and Commercial Appliances Arch 11 4000 Food Service Equipment Arch 11 5213 Projection Screens Arch 11 6610 Outdoor Athletic Surfacing Arch 11 6623 Gymnasium Equipment Arch 11 6800 Outdoor Athletic Equipment Arch 11 6813 Playground Equipment Arch 11 9513 Kilns Arch DIVISION 12 FURNISHINGS 12 2400 Window Shades Arch 12 3600 Countertops Arch 12 4813 Entrance Floor Mats Arch Emanuel Benjamin Oliver PreK-8 School 08-08-2025 Virgin Islands Department of Education Schematic Design 83RM+P83 Zyscovich, LLC Project No.: 25-0289.05 TABLE OF CONTENTS 00 0110 - 5 List of Specifications Description Discipline SD Sub. 08-01-2025 12 6613 Telescoping Bleachers Arch DIVISION 13 SPECIAL CONSTRUCTION Not Used DIVISION 14 CONVEYING SYSTEMS 14 2100 Machine-Room-Less Traction Elevators Arch VOLUME 2 of 2 – Divisions 21-33 DIVISION 21 FIRE PROTECTION 21 0500 Common Work Results for Fire Suppression Mech 21 0517 Sleeves and Sleeve Seals for Fire- Suppression Piping Mech 21 0518 Escutcheons for Fire-Suppression Piping Mech 21 0523 General-Duty Valve for Water-Based Fire- Suppression Piping Mech 21 0529 Hangers and Supports for Fire- Suppression Piping and Equipment Mech 21 0553 Identification for Fire-Suppression Piping and Equipment Mech 21 1100 Facility Fire-Suppression Water-Service Piping Mech 21 1116 Facility Fire Hydrants Mech 21 1119 Fire Department Connections Mech 21 1313 Wet Pipe Sprinkler Systems Mech 21 3113 Electric-Drive, Centrifugal Fire Pumps Mech DIVISION 22 PLUMBING 22 0510 Basic Requirements for Plumbing Mech 22 0517 Sleeves and Sleeve Seals for Plumbing Piping Mech 22 0519 Meters and Gages for Plumbing Piping Mech 22 0523 General Duty Valves for Plumbing Piping Mech 22 0529 Hangers and Supports for Plumbing Piping and Equipment Mech 22 0553 Plumbing Piping Valves and Equipment Identification Mech Emanuel Benjamin Oliver PreK-8 School 08-08-2025 Virgin Islands Department of Education Schematic Design 83RM+P83 Zyscovich, LLC Project No.: 25-0289.05 TABLE OF CONTENTS 00 0110 - 6 List of Specifications Description Discipline SD Sub. 08-01-2025 22 0719 Plumbing Piping Insulation Mech 22 0800 Commissioning of Plumbing Mech 22 0801 Testing of Plumbing Piping Mech 22 1000 Plumbing Piping Mech 22 1113 Facility Water Distribution Piping Mech 22 1116 Domestic Water Piping Mech 22 1119 Domestic Water Piping Specialties Mech 22 1123 Domestic Water Pumps Mech 22 1219 Facility Underground-Mounted, Potable- Water Storage Tanks Mech 22 1316 Sanitary Waste and Vent Piping Mech 22 1413 Facility Storm Drainage Piping Mech 22 1600 Plumbing Specialties Mech 22 3010 Plumbing Equipment Mech 22 3200 Domestic Water Filtration Equipment Mech 22 3300 Electric Domestic Water Heaters Mech 22 4000 Plumbing Fixtures Mech DIVISION 23 HVAC 23 0000 Basic Requirements for HVAC Mech 23 0500 Common Work Results for HVAC Mech 23 0513 Common Motor Requirements for HVAC Equipment Mech 23 0514 Variable Frequency Motor Controllers Mech 23 0517 Sleeves and Sleeve Seals for HVAC Piping Mech 23 0528 Hangers and Supports for HVAC Piping and Equipment Mech 23 0548 Vibration Controls for HVAC for HVAC Piping and Equipment Mech 23 0553 Identification for HVAC Piping and Equipment Mech 23 0593 Testing, Adjusting and Balancing for HVAC Mech 23 0700 HVAC Insulation Mech 23 0800 HVAC Systems Commissioning Mech 23 0923 Direct Digital Control System for HVAC Mech Emanuel Benjamin Oliver PreK-8 School 08-08-2025 Virgin Islands Department of Education Schematic Design 83RM+P83 Zyscovich, LLC Project No.: 25-0289.05 TABLE OF CONTENTS 00 0110 - 7 List of Specifications Description Discipline SD Sub. 08-01-2025 23 2113 Hydronic Piping Mech 23 2113.13 Underground Hydronic Piping Mech 23 2116 Hydronic Piping Specialties Mech 23 2123 Hydronic Pumps Mech 23 2300 Refrigerant Piping Mech 23 3113 Metal Ducts Mech 23 3116 Nonmetal Ducts Mech 23 3300 Air Duct Accessories Mech 23 3423 HVAC Power Ventilators Mech 23 3600 Air Terminal Units Mech 23 3713 Diffusers, Registers, and Grills Mech 23 6426 Rotary-Screw Water Chillers Mech 23 7200 Air-to-Air Energy Recovery Equipment Mech 23 7313 Modular Indoor Central-Station Air- Handling Units Mech 23 8126 Split-System Air Conditioners Mech 23 8219 Fan Coil Units Mech DIVISION 26 ELECTRICAL 26 0500 Common Work Results for Electrical Elec 26 0513 Medium Voltage Cables Elec 26 0519 Building Wire and Cable Elec 26 0526 Grounding and Bonding for Electrical Systems Elect 26 0529 Hangers and Supports for Electrical Systems Elect 26 0533.13 Conduit and Raceways Elec 26 0533.16 Boxes Elec 26 0533.23 Surface Raceways Elec 26 0539 Electrical In-floor Duct System Elec 26 0548 Vibration and Seismic Controls for Electrical Systems Elec 26 0553 Identification for Electrical Systems Elec 26 0573.19 Arc Flash Hazard Analysis Elec Emanuel Benjamin Oliver PreK-8 School 08-08-2025 Virgin Islands Department of Education Schematic Design 83RM+P83 Zyscovich, LLC Project No.: 25-0289.05 TABLE OF CONTENTS 00 0110 - 8 List of Specifications Description Discipline SD Sub. 08-01-2025 28 0800 Commissioning of Electrical Elec 28 0900 Instrumentation and Control for Electrical Systems Elec 28 0913 Electrical Power Monitoring and Control Elec 28 0919 Contactors Elec 26 0923 Lighting Control Devices Elec 26 1116.11 Secondary Unit Substations with Switchgear Secondary Elec 26 1200 Medium Voltage Transformers Elec 26 2116 Service Entrance Elec 26 2200 Low Voltage Transformers Elec 26 2413 Distribution Switchboards Elec 26 2416 Panelboards Elec 26 2713 Electricity Metering Elec 26 2716 Cabinets and Enclosures Elec 26 2726 Wiring Devices Elec 26 2816 Disconnect Switches Elec 26 3100 Photovoltaic Controllers Elec 26 3323 Central Battery Equipment Elec 26 3600 Transfer Switches Elec 26 4100 Lightning Protection Systems Elec 26 4300 Surge Protective Devices Elec 26 4313 Surge Protectors for Data and Electronic Equipment Elec 26 5100 Luminaires Elec 26 5616 Site Lighting – Parking Perimeter Lighting Elec DIVISION 27 COMMUNICATIONS 27 0510 Basic Specialty System Requirements Elec 27 1000 Stuctured Cabling Elect 27 1343 Telephone Service Entrance Elect 27 4100 Audio Visual Systems Elect 27 5113 Appendix A Programming Information Template Elect Emanuel Benjamin Oliver PreK-8 School 08-08-2025 Virgin Islands Department of Education Schematic Design 83RM+P83 Zyscovich, LLC Project No.: 25-0289.05 TABLE OF CONTENTS 00 0110 - 9 END OF SECTION List of Specifications Description Discipline SD Sub. 08-01-2025 27 5113 Cellular Repeater System Elect DIVISION 28 ELECTRICAL SAFETY AND SECURITY 28 0537 Security Voice Communications - Distributed Antenna System Elect 28 1000 Access Control System Elect 28 2000 Video Surveillance System Elect 28 3000 Intrusion Detection System Elect 28 4700 Voice Evacuation Fire Alarm and Smoke Detection Systems Elect DIVISION 31 EARTHWORK 31 3116 Termite Control Arch 31 6100 Footings Struct See Civil Drawings DIVISION 32 EXTERIOR IMPROVEMENTS 32 3113 Chain Link Fences and Gates Arch 32 3119 Estate Metal Fences and Gates Arch 32 3300 Site Furnishings Arch See Civil Drawings DIVISION 33 UTILITIES 33 1600 Water Utility Storage Tanks Mech See Civil Drawings OLIVER PK-8 SCHOOL APPENDICES APPENDICES 01- Code 2 Design Charrette Meeting Notes – July 2025 …………………………………………………………………….. 43 02- Educational Master Plan St Thomas School Facilities Map ……………………………………………………………….. 1 03- St Thomas Bundle Educational Master Plan Studies …………………………………………………………………..…….. 57 04- VIDE Facility Site Maps …………………………………………………………………………………………………………………. 5 05- VIDE St Thomas Facilities Enrollment Summary …………………………………………………………….…..……………. 1 06- Environmental Assessment Report (DRAFT) …………………………………………………..………………………………. 30 ` HONORING A LEGACY Yvonne E. Milliner-Bowsky Jane E. Tuitt Lockhart Family Ivanna Eudora Kean Emanuel Benjamin Oliver Ulla F. Muller RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services Preconstruction Services Code 2 - Planning Charrette DAY FOUR 15-18 July 2025 RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette DESIGN CHARRETTE CODE 2 DAY 4 ATTENDANCE LIST RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services Code 2 – Design Charrette SCHEDULE RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette AGENDA SUMMARY WHY ARE WE HERE TODAY SCHEDULE DAY ONE: Design Approach Lockhart PK-8 Administrative Center / Conference Center EB Oliver PK-8 Muller PK-8 (Program + Planning) DAY TWO: Concept Approach Confirmation Tuitt PK-8 Bowsky PK-8 WAPA – Overall Approach Kean HS DAY THREE: Site Visit + Working Day DAY FOUR: Concept Design Alignment Confirmation (ALL) NEXT STEPS RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette PROGRAM & PLANNING VALIDATION CODE 0 PROGRAMMING CHARRETTE RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette PROGRAM & PLANNING VALIDATION CODE 3 PLANNING CHARRETTE RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette DESIGN APPROACH – DAY 2 OUTCOME CODE 2 DESIGN CHARRETTE CRITICAL STEP THIS WEEK RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette LOCKHART PK-8 OLIVER PK-8 ADMIN / CONF CENTER BOWSKY PK-8 KEAN HS TUITT PK-1 MULLER PK-8 CODE 3 PLANNING CHARRETTE CODE 0 PROGRAMMING CHARRETTE CODE 2 DESIGN CHARRETTE SITE CONFIRMED SITE CONFIRMED PROGRAM CONFIRMED CONCEPT PLAN CONFIRMED MASSING CONFIRMED BUDGET CONFIRMED HORIZONTAL CONTROL SITE HORIZONTAL CONTROL PLAN AESTHETIC APPROACH PROGRAM / SCOPE FINALIZED ` ` ` EMANUEL BENJAMIN OLIVER PK-8 Yvonne E. Milliner-Bowsky Jane E. Tuitt Lockhart Family Ivanna Eudora Kean Emanuel Benjamin Oliver Ulla F. Muller ` ` RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette MEETING NOTES VIDE Public Schools: Modernization / Expansion Projects on the Islands St. Thomas – Emanuel Benjamin Oliver PreK-8 School - Replacement PROGRAM / SCOPE FINALIZED HORIZONTAL CONTROL - SITE HORIZONTAL CONTROL - PLAN AESTHETIC APPROACH RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette PARCEL LEGEND A Property I 105604031600 Address 148-325 ANNAS RETREAT NEW QTR Owner GOVERNMENT OF THE V.I. Address 8100 Lindbergh Bay 61 St Thomas VI 00802 B Property ID 105604030200 Address 6A ESTATE ANNAS RETREAT NEW QUARTEROwner GOVERNMENT OF THE V.I. Address 8100 Lindbergh Bay 61 St Thomas VI 00802 C Property ID 105604036400 Address 148-324A ANNAS RETREAT NEW QTR. Owner GOVERNMENT OF THE V.I. Address 8100 Lindbergh Bay 61 St Thomas VI 00802 D Property ID 105604026300 Address 148-324 ANNAS RETREAT NEW QTR. Owner RIZZOLO BART Address 3140 S BRONCO ST , LAS VEGAS NV 89146 E Property ID 105603013800 Address 27 ESTATE CHARLOTTE AMALIE NO.3 NEW QTR Owner HARTHMAN LEASING II LLLP Address PO BOX 503330 , ST. THOMAS VI 00805 F Property ID 105604031200 Address 5A ANNAS RETREAT NEW QTR Owner STEELE ANNA'S RETREAT LLC Address 4026 Annas Retreat , St Thomas VI 00802 G Property ID 105604031400 Address ANNAS RETREAT 2&2H No.1 NEW QTR. Owner Professional Des and 2-H & Rem 2 Annas Retreat LLC Address PO Box 304062 , St Thomas VI 00803 H Property ID 105604031500 Address EST. ANNAS RETREAT 6-1 NEW QTR. Owner EMMANUEL BAPTIST CHURCH INC Address P.O.BOX 3539 , ST THOMAS VI 00801 I Property ID 105604030100 Address ANNAS RETREAT 6-2 NEW QTR Owner EMMANUEL BAPTIST CHURCH INC Address P.O.BOX 3539 , ST THOMAS VI 00801 J Property ID 105604023800 Address 148-297 ANNA'S RETREAT NEW QTR Owner ABRAHAM OSWIN & M. A Address PO Box 502811 , St Thomas VI 00805 K Property ID 105604025000 Address ANNAS RETREAT 148-259 NEW QTR Owner MINERVA V BERNIER AND ELLEN A DANIEL Address 701 MC GLAUGHLIN RD , FAIRFIELD PA 17320 VIDE Public Schools: Modernization / Expansion Projects on the Islands St. Thomas – Emanuel Benjamin Oliver PreK-8 School - Replacement Site Boundary? VI Housing Finance Authority Private Ownership Unknown Government of the VI GRAPHIC LEGEND A B D E F C G J I H K 3 April 2025: Full parcel boundary identified, however only topo in planned development area (red line). SITE CONFIRMED SITE PARCEL(s) RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette SCOPE: Currently K-6 (not in use) going to a PK-8. Add MS components, learning suites and activated outdoor environments. STUDENT STATIONS: Functional Capacity: 469 Program SF: 69,794 GSF SF/SS: 148 SF VIDE Public Schools: Modernization / Expansion Projects on the Islands St. Thomas – Emanuel Benjamin Oliver PreK-8 School - Replacement GRADE LEVELS CONFIRMED PROGRAM SUMMARY RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette STUDENT STATIONS: Functional Capacity: 469 Program SF: 69,794 GSF SF/SS: 149 SF VIDE Public Schools: Modernization / Expansion Projects on the Islands St. Thomas – Emanuel Benjamin Oliver PreK-8 School - Replacement STUDENT STATIONS: Functional Capacity: 608 Program SF: 90,565 GSF SF/SS: 148 SF PROGRAM SUMMARY RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette VIDE Public Schools: Modernization / Expansion Projects on the Islands St. Thomas – Emanuel Benjamin Oliver PreK-8 School - Replacement PROGRAM SUMMARY RFP SFBANK ACCOUNT 587,924 SF CODE 0/3 SF ESCROW (61,306 SF) RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette STUDENT STATIONS: Functional Capacity: 469 Program SF: 69,794 GSF SF/SS: 149 SF PROGRAM CONFIRMED VIDE Public Schools: Modernization / Expansion Projects on the Islands St. Thomas – Emanuel Benjamin Oliver PreK-8 School - Replacement STUDENT STATIONS: Functional Capacity: 608 Program SF: 90,565 GSF SF/SS: 148 SF PROGRAM CONFIRMED PROGRAM SUMMARY RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services Code 2 – Design Charrette square footage comments on Bundle 2 - STT EMANUEL BENJAMIN OLIVER PREK-8 K PREK 1 2 3 4 5 6 7 8 Science • As per Bundle 2 documents: 67,086sf net, 83,856sf gross. RFP identified 69,794 sf gross requiring a reduction of 14K. 21K if you add the 10% targeted savings from the matrix. (Note: optimization has been balanced across the entire bundle.) • This is reduced to 74,231 gsf for the additional SLC + 6979 gsf. If you target an additional 10% reduction, that equals the 11, 416gsf identified in the chart. • Functional capacity is identified as 608 (although this assumes simultaneous use of electives.) 318 students at core classrooms without additional SLC. 464 students with added SLC. • ADMIN includes 375sf each for workroom and lounge. This allows for the reduction of planning spaces in the SLC’s. Due to the size of the school, this consolidation is acceptable pragmatically. No reduction, but this facilitates other reductions in the SLC’s Combined Admin/Media building. . • CORE ACADEMICS (29,310 net sf/464 students in core classrooms vs the 608 max. capcity) • Combine Prek with core academic by relocating to SLC with two floors each with a total of 12 classrooms. (SAVINGS of 2400sf + 1700 sf = 4100sf) • Delete teacher planning in SLC’s. Activity to happen in Admin building (SAVINGS of 850 x 2 = 1700sf) Do not recommend. • Delete 2 “extra spaces – currently 7 classrooms per floor. (SAVINGS of 850 sf x 2 = 1700sf). The current SLC’s are drawn as 14 spaces total versus 10 + required. Do not recommend taking this savings or deduction of Teacher’s Planning as a space. ) That leave 1 class per grade, pl • ELECTIVES (4200sf) • Reduce “big” rooms from 3 to 2. Currently arts, band, steel pan. This is tied to the conversation of what programs where and equity versus parity. (SAVINGS of 1000sf) • MEDIA (4200sf) • Combine Admin and Media “masses” reducing exterior wall and footprint. With the correct adjacencies, parts of the media center can also support teacher gatherings. SCHEMATIC DESIGN RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services Code 2 – Design Charrette • As per Bundle 2 documents: 67,086sf net, 83,856sf gross. RFP identified 69,794 sf gross requiring a reduction of 14K. 21K if you add the 10% targeted savings from the matrix. (Note: optimization has been balanced across the entire bundle.) • This is reduced to 74,231 gsf for the additional SLC + 6979 gsf. If you target an additional 10% reduction, that equals the 11, 416gsf identified in the chart. • Functional capacity is identified as 608 (although this assumes simultaneous use of electives.) 318 students at core classrooms without additional SLC. 464 students with added SLC. • ADMIN includes 375sf each for workroom and lounge. This allows for the reduction of planning spaces in the SLC’s. Due to the size of the school, this consolidation is acceptable pragmatically. No reduction, but this facilitates other reductions in the SLC’s Combined Admin/Media building. . • CORE ACADEMICS (29,310 net sf/464 students in core classrooms vs the 608 max. capcity) • Combine Prek with core academic by relocating to SLC with two floors each with a total of 12 classrooms. (SAVINGS of 2400sf + 1700 sf = 4100sf) • Delete teacher planning in SLC’s. Activity to happen in Admin building (SAVINGS of 850 x 2 = 1700sf) Do not recommend. • Delete 2 “extra spaces – currently 7 classrooms per floor. (SAVINGS of 850 sf x 2 = 1700sf). The current SLC’s are drawn as 14 spaces total versus 10 + required. Do not recommend taking this savings or deduction of Teacher’s Planning as a space. ) That leave 1 class per grade, pl • ELECTIVES (4200sf) • Reduce “big” rooms from 3 to 2. Currently arts, band, steel pan. This is tied to the conversation of what programs where and equity versus parity. (SAVINGS of 1000sf) • MEDIA (4200sf) • Combine Admin and Media “masses” reducing exterior wall and footprint. With the correct adjacencies, parts of the media center can also support teacher gatherings. square footage comments on Bundle 2 - STT EMANUEL BENJAMIN OLIVER PREK-8 SCHEMATIC DESIGN K 1 2 3 PK Science SPED 4 5 6 7 8 FLEX FLEX TP TP PROGRAM ADJUSTMENT APPROACH SCHEMATIC DESIGN No change. Keep in SLC. FLEX at each floor. Moved to SLC. Reduced to 1 Music. RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services Code 2 – Design Charrette • FOOD SERVICE (9,424sf) • Combine dining. Delete MS Dining. (SAVINGS of 1500sf) • PE (13,100sf) • Delete health classroom (SAVINGS of 750sf). Not accepted by VIDE. • Delete locker rooms/restrooms. Use spectator restrooms as additional bathroom capacity (SAVINGS of 800gsf) • BUILDING SUPPORT (1,775sf) • TOTAL NET SAVINGS of 11,550. • TOTAL GROSS SAVINGS of 14,437 sf. Versus targeted 11,416 gsf • RECOMMEND YOU KEEP TEACHER PLANNING AND “EXTRA” ROOM FOR A TOTAL of 3400sf x 1.25 = 4,250gsf • KEEP HEALTH ROOM FOR A TOTAL of 750sf x 1.25 = 938gsf • 14,437-5186 = 9,251sf RECOMMENDED SAVINGS. square footage comments on Bundle 2 - STT EMANUEL BENJAMIN OLIVER PREK-8 NET SF change of (600 SF) as 200 SF added back to restrooms for code compliance. No change. Net SF reduction of (1,500 SF) as noted. 83,856 GSF – 68,419 GSF = (15,437 SF) Reduction SCHEMATIC DESIGN Achieved 10% Savings Below RFP SF with Higher Student Stations…. RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette SPECIALS + MEDIA + MIDDLE SCHOOL DINING COMMONS + GYMNASIUM FIRST FLOOR SECOND FLOOR CONCEPT FLOOR PLAN CONFIRMED LEGEND ADMININSTRATION DINING MEDIA CENTER GYMNASIUM / PHYSCIAL ED SUPPORT SPECAILS SPECAIL ED PK K-5 6-8 VIDE Public Schools: Modernization / Expansion Projects on the Islands St. Thomas – Emanuel Benjamin Oliver PreK-8 School - Replacement PROTO-PARTS ADMIN + PRE-K ELEM SCHOOL MOVE PK TO SLC REMOVE 1 PK + GROSS MOTOR MOVE MEDIA CTR TO ADMIN REMOVE LOCKER ROOMS REMOVE 1 MUSIC REDUCE DINING CONFIRM SAFE ROOM STRUCTURAL SEPARATION MOVE ARTS TO COMMONS RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette STUDENT STATIONS: Functional Capacity: 469 Program SF: 69,794 GSF SF/SS: 149 SF VIDE Public Schools: Modernization / Expansion Projects on the Islands St. Thomas – Emanuel Benjamin Oliver PreK-8 School - Replacement PROGRAM SUMMARY STUDENT STATIONS: Functional Capacity: 487 Program SF: 68,419 GSF SF/SS: 140 SF RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette LEGEND ADMININSTRATION DINING MEDIA CENTER GYMNASIUM / PHYSCIAL ED SUPPORT SPECAILS SPECAIL ED PK K-5 6-8 CONCEPT FLOOR PLAN CONFIRMED FLOOR PLANS FIRST FLOOR VIDE Public Schools: Modernization / Expansion Projects on the Islands St. Thomas – Emanuel Benjamin Oliver PreK-8 School - Replacement RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette FLOOR PLANS SECOND FLOOR LEGEND ADMININSTRATION DINING MEDIA CENTER GYMNASIUM / PHYSCIAL ED SUPPORT SPECAILS SPECAIL ED PK K-5 6-8 VIDE Public Schools: Modernization / Expansion Projects on the Islands St. Thomas – Emanuel Benjamin Oliver PreK-8 School - Replacement CONCEPT FLOOR PLAN CONFIRMED RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette VIDE Public Schools: Modernization / Expansion Projects on the Islands St. Thomas – Emanuel Benjamin Oliver PreK-8 School - Replacement SERVICE / FIRE ACCESS SERVICE ACCESS PARENT + BUS ACCESS PROCESSING CONVEX + COMPACT CONCEPT SITE PLAN ANALYSIS RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette Action Item Responsible Target Date Action Densify Buildings to Minimize Fill ZYS 7/25 Adjust Site Locations of Bldgs to Mitigate extreme South Slope Review Siting to Pull Buildings Closer Together ZYS 7/25 Review Survey and Bring Facilities Tighter Together Reduction of Cut/Fill for Complex Site Reduce Fill / Extended Foundations Relocate Central Plant + Battery Room from the Gym ZYS 8/1 Design new Central Plant at the North Side of the Site Volume and Place at North Side of the Site Roof top Access? Coordinate location with Roadway Move Music Room to Serve as Stage ZYS 8/1 Music Room to Flex to Operation as Stage / Music Room Adjust Plan Location / Develop Indoor + Outdoor location Adjust Corner SPED Room to Health Classroom ZYS 8/1 Reduction of 1 Classroom (New SAFE Room) Adjust Design for 1 Elevator at Admin ZYS 7/25 Adjust the location of the Elevator to Facilitate 1 Location at Admin to Serve Facility (Elevator Access Controlled by Faculty) Review Options for Amphitheater / Social Steps (Plaza) ZYS 7/25 Develop Option for Exterior Court Social Stair Fire Dept. Review ZYS 9/1 Review Access Conditions for Fire Department CEP Design ZYS + TLC - ZYS to work with TLC to Design CEP at North Side of the Site Existing Courts (NW Side) ZYS + JV 8/1 Confirm Courts to be Removed (Out of Scope) WORKING ACTION ITEM LIST VIDE Public Schools: Modernization / Expansion Projects on the Islands St. Thomas – Emanuel Benjamin Oliver PreK-8 School - Replacement RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette VIDE Public Schools: Modernization / Expansion Projects on the Islands St. Thomas – Emanuel Benjamin Oliver PreK-8 School - Replacement EXISTING SITE CONDITIONS RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette SITE PLAN OVERLAY (SITE VISIT) VIDE Public Schools: Modernization / Expansion Projects on the Islands St. Thomas – Emanuel Benjamin Oliver PreK-8 School - Replacement RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette SITE PLAN OVERLAY (SITE VISIT) VIDE Public Schools: Modernization / Expansion Projects on the Islands St. Thomas – Emanuel Benjamin Oliver PreK-8 School - Replacement RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette CAMPUS ARCHITECTURE Oliver PreK-8 School VIDE Public Schools: Modernization / Expansion Projects on the Islands St. Thomas – Emanuel Benjamin Oliver PreK-8 School - Replacement RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette CAMPUS ARCHITECTURE VIDE Public Schools: Modernization / Expansion Projects on the Islands St. Thomas – Emanuel Benjamin Oliver PreK-8 School - Replacement CONTEMPORARY DESIGN AESTHETIC AESTHETIC DESIGN APPROACH CONFIRMED RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette CAMPUS ARCHITECTURE FORWARD LEANING ARCHITECTURE MATCHING NEW CURRICULUM DROP OFF COVERED WALKWAY MAIN ENTRY SECURITY CONTROL POINT VIDE Public Schools: Modernization / Expansion Projects on the Islands St. Thomas – Emanuel Benjamin Oliver PreK-8 School - Replacement AESTHETIC DESIGN APPROACH CONFIRMED CONTEMPORARY DESIGN AESTHETIC RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette MEETING NOTES VIDE Public Schools: Modernization / Expansion Projects on the Islands St. Thomas – Emanuel Benjamin Oliver PreK-8 School - Replacement RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette VIDE Public Schools: Modernization / Expansion Projects on the Islands St. Thomas – Schools Bundle 2 PROGRAM SUMMARY RFP SFBANK ACCOUNT 587,924 SF CODE 0/3 SF ESCROW (61,306 SF) Code 2 Program Savings +/- (20,000 SF) +/- (80,000 SF) Muller PK-8 +/- 69,000 SF RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette DESIGN APPROACH – DAY 4 OUTCOME CODE 2 DESIGN CHARRETTE CRITICAL STEP THIS WEEK RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette LOCKHART PK-8 OLIVER PK-8 ADMIN / CONF CENTER BOWSKY PK-8 KEAN HS TUITT PK-1 MULLER PK-8 CODE 3 PLANNING CHARRETTE CODE 0 PROGRAMMING CHARRETTE CODE 2 DESIGN CHARRETTE SITE CONFIRMED SITE CONFIRMED PROGRAM CONFIRMED CONCEPT PLAN CONFIRMED MASSING CONFIRMED BUDGET CONFIRMED HORIZONTAL CONTROL SITE HORIZONTAL CONTROL PLAN AESTHETIC APPROACH PROGRAM / SCOPE FINALIZED RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette THANK YOU! RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuild USVI Construction Services I Code 2 – Design Charrette COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 292 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN All Facilities Map All Facilities Map Elementary / Middle Schools 1. Jane E. Tuitt Elementary School K-5 226 132 PreK-3 School Current Configuration Proposed Configuration Current Enrollment Functional Capacity 2. Joseph Gomez Elementary School K-5 528 N/A Site of Opportunity 3. Joseph Sibilly Elementary School K-6 237 132* PreK-3 4. Ulla F. Muller Elementary School** K-6 464 1,070 PreK-8 5. Yvonne E. Milliner-Bowsky Elementary School K-5 390 895 PreK-8 6. Bertha C. Boschulte Middle School 6-8 566 895 PreK-8 13. Gladys A. Abraham Elementary School Closed N/A Varies CTE 18. Leonard Dober Elementary School - current school is closed - to be used as cultural center 19. E. Benjamin Oliver Elementary School - current school is closed - identified as a site of opportunity High Schools 9. Charlotee Amalie High School** 9-12 1,019 1,350 9-12 School Current Configuration Proposed Configuration Current Enrollment Projected Capacity 10. Ivanna Eudora Kean High School 9-12 686 768 9-12 Adult Ed 11. Edith L. Williams Alternative Academy Varies Varies Varies Varies School Current Configuration Proposed Configuration Current Enrollment Projected Capacity 12. Wheatley Skills Center CTE Varies Varies Discovery Center 8. Addelita Cancryn Junior High School 4-8 756 N/A Merged Support Buildings 14. VIDE Headquarters - services moving to Gomez - existing location for special training 3,278 3,870 1,705 1,950 16. Marcelli Annex - existing services to remain (non-profit organization/after school programs) 15. School Lunch/Procurement Warehouse - services moving to Cancryn - existing location to be closed 17. Curriculum Center - services moving to Gomez - existing location to be demolished 1 2 3 4 5 6 8 9 10 11 12 7. Lockhart Elementary School 6-8 359 895 PreK-8 Students currently in modulars on site Students currently in Lockhart building 14 7 16 18 19 Key ** - New Build X - Currently Closed 15 13 20. Jarvis Annex - identified as site of opportunity - services moving to Dober 20 * - May be increased in the future with an addition USVI Public Schools: St. Thomas PreK-8 PREK-8 ADVANCEMENT OPPORTUNITIES Program Summary Adjacency Strategies/Learning Suites Recommendations New Builds Modernizations/Expansions 294 296 304 308 Advancement Opportunities COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 296 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN PreK-8 Advancement Opportunities PreK-8 Advancement Opportunities The following program of spaces for the proposed new PreK-8 facilities was populated based on feedback gathered during programming workshops and from a cross reference of pro- grams from various standards, including: North Carolina Public Schools Facilities Guidelines, Austin Public Schools Education- al Specifications, and the Portland Public Schools Educational Specifications. It also draws from virtual tours and precedents such as Jefferson Terrace Academy and Capps Middle School. Projects that are focused on modernizations/expansions are derivative of these programs to ensure equity between the new and existing schools. The program of spaces is divided into eight main categories of square footage that are then combined to generate a total proposed square footage for a PreK-8 facility. There is also an addition of 20% net to gross area, based on industry standards as applied to the Virgin Islands. These categories include: 1) administration, 2) core academics, 3) elective spaces, 4) media center, 5) SPED services, 6) food services, 7) physical education, and 8) building support. A ninth site category can also be found at the bottom of the program of spaces, but it does not account for any square footage and serves solely as a check-list of site elements that would poten- tially need to be considered on a PreK-8 campus. Each campus is further broken down by age, through commu- nities of elementary and middle school students. In order to provide appropriate collaboration space among age appropriate cohorts, there will be separate K-5 learning suites and 6-8 learn- ing suites. PreK-8 Program Summary The optimum capacity for the PreK-8 has been calculated based on the learning suite layouts along with the maximum number of students per class within each grade level. The calculations are laid out in the following chart. 1 Section 2 Sections 3 Sections 4 Sections 5 Sections Pre-K 17 17 17 17 17 TOTALS 17 34 51 68 85 K 25 25 25 25 25 First 30 30 30 30 30 Second 30 30 30 30 30 Third 30 30 30 30 30 Fourth 30 30 30 30 30 Fifth 30 30 30 30 30 TOTALS 175 384 525 700 875 Sixth 30 30 30 30 30 Seventh 27 27 27 27 27 Eighth 27 27 27 27 27 TOTALS 84 168 252 336 420 TOTAL 1070 Capacity calculations COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 297 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN U.S. Virgin Islands PK-8 Planning Program Program Area Functional Capacity 1.0 Administration 6,630 2.0 Core Academic 65,200 1,070 3.0 Elective Spaces 6,400 4.0 Media Center 4,850 5.0 SPED Services 2,350 6.0 Food Service 12,400 7.0 Physical Education 10,870 8.0 Building Support 650 Total Useable Area (Net Square Feet- NSF): 1,070 General Building Area: Walls, Partitions, Mech. Elec., Circulation: (20% of Gross) Total Building Area (Gross Square Feet- GSF): *Additional Covered Outdoor Learning Spaces TOTAL BUILDING AREA WITH OUTDOOR LEARNING 142,155 25% of Net SF 27,338 136,688 5% of Net SF 5,468 Revised 6/22/2020 1,070 Target Capacity 109,350 *Based on Industry standards that include outdoor circulation *All new buids should be refined and reduced by 10% in order to meet budgetary requirements Advancement Opportunities COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 298 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN Description of Program, Department or Unit 1.0 Administration 1.1 Administration Offices Main School Lobby (w/ restrooms) 1 600 600 This includes safe & secure vestibule Reception 1 300 300 Secretary/Bookeeper Office 1 150 150 Principal Office (w/ restroom) 1 250 250 Assistant Principal Office 2 150 300 Conference Room 1 200 200 Staff Work/Mail 1 400 400 Faculty Lounge 1 400 400 SRO Office 1 150 150 Monitors' Office 1 150 150 Supply Room 1 75 75 Toilet 2 50 100 Mother's Room 2 100 200 Office Supply Storage 1 75 75 Parent Center 1 400 400 Subtotal 3,750 1.2 Student Services Reception/Guidance Clerk 1 150 150 Counselor's Office 2 120 240 Registrar's Office 1 120 120 Time-Out/Tardy Room 2 400 800 Speech Therapy 1 250 250 Record's Room 1 200 200 Conference Room 1 200 200 Storage/Work Area 1 120 120 Subtotal 2,080 1.3 Health Clinic Exam/Cot 1 350 350 Office 1 150 150 Infirmary 1 200 200 Toilet 1 100 100 Include shower - ADA Subtotal 800 Learning Community Functional Capacity NOTES # of Units Unit Area (nsf) Total Area (nsf) Requirement # of Teacher Stations # of Students per Teaching Station Planning Program Functional Capacity PreK-8 Advancement Opportunities PreK-8 Advancement Opportunities COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 299 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN Description of Program, Department or Unit Learning Community Functional Capacity NOTES # of Units Unit Area (nsf) Total Area (nsf) Requirement # of Teacher Stations # of Students per Teaching Station Planning Program Functional Capacity 2.0 Core Academic 2.1 Pre-K Core Academic Pre-K Learning Suite-- Studio w/RR 2 1,200 2,400 2 17 34 Outdoor Learning Space Subtotal 2,400 34 2.2 Elementary Core Academic Learning Suite 1-- Studio w/RR (Kinder) 1 1,200 1,200 1 25 25 Learning Suite 1-- Studio (1st-5th) 5 850 4,250 5 30 150 Flex Studio 1 800 800 Resource Studio Open Collaboration Space 1 1,000 1,000 Maker Space 1 400 400 Small Group Instruction 2 200 400 Teacher Planning 1 600 600 Includes two 50 sf Phone Rooms Learning Suite Storage 1 400 400 Student Restrooms 2 300 600 Staff Restroom 1 100 100 Custodial 1 100 100 Shared Outdoor Learning Space #1 Learning Suite 2-- Studio w/RR (Kinder) 1 1,200 1,200 1 25 25 Learning Suite 2-- Studio (1st-5th) 5 850 4,250 5 30 150 Flex Studio 1 800 800 Resource Studio Open Collaboration Space 1 1,000 1,000 Maker Space 1 400 400 Small Group Instruction 2 200 400 Teacher Planning 1 600 600 Includes two 50 sf Phone Rooms Learning Suite Storage 1 400 400 Student Restrooms 2 300 600 Staff Restroom 1 100 100 Custodial 1 100 100 Shared Outdoor Learning Space #2 Learning Suite 3-- Studio w/RR (Kinder) 1 1,200 1,200 1 25 25 Learning Suite 3-- Studio (1st-5th) 5 850 4,250 5 30 150 Flex Studio 1 800 800 Resource Studio Waiting for district direction Open Collaboration Space 1 1,000 1,000 Maker Space 1 400 400 Small Group Instruction 2 200 400 Teacher Planning 1 600 600 Includes two 50 sf Phone Rooms Learning Suite Storage 1 400 400 Student Restrooms 2 300 600 Staff Restroom 1 100 100 Custodial 1 100 100 Advancement Opportunities COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 300 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN Description of Program, Department or Unit Learning Community Functional Capacity NOTES # of Units Unit Area (nsf) Total Area (nsf) Requirement # of Teacher Stations # of Students per Teaching Station Planning Program Functional Capacity Learning Suite 4-- Studio w/RR (Kinder) 1 1,200 1,200 1 25 25 Learning Suite 4-- Studio (1st-5th) 5 850 4,250 5 30 150 Flex Studio 1 800 800 Resource Studio Open Collaboration Space 1 1,000 1,000 Maker Space 1 400 400 Small Group Instruction 2 200 400 Teacher Planning 1 600 600 Includes two 50 sf Phone Rooms Learning Suite Storage 1 400 400 Student Restrooms 2 300 600 Staff Restroom 1 100 100 Custodial 1 100 100 Subtotal 39,400 700 2.3 Middle School Core Academic 6th Grade Learning Suite-- Studio 3 850 2,550 3 30 90 6th Grade Learning Suite-- Science Lab 1 1,000 1,000 1 30 30 Flex Studio 1 800 800 Resource Studio Open Collaborative Space 1 1,000 1,000 Maker Space 1 400 400 Small Group Instruction 2 200 400 Teacher Planning 1 450 450 Includes two 50 sf Phone Rooms Learning Suite Storage 1 400 400 Student Restrooms 2 300 600 Staff Restroom 1 100 100 Custodial 1 100 100 7th Grade Learning Suite-- Studio 3 850 2,550 3 27 81 7th Grade Learning Suite-- Science Lab 1 1,000 1,000 1 27 27 Flex Studio 1 800 800 Resource Studio Open Collaborative Space 1 1,000 1,000 Maker Space 1 400 400 Small Group Instruction 2 200 400 Teacher Planning 1 450 450 Includes two 50 sf Phone Rooms Learning Suite Storage 1 400 400 Student Restrooms 2 300 600 Staff Restroom 1 100 100 Custodial 1 100 100 8th Grade Learning Suite-- Studio 3 850 2,550 3 27 81 8th Grade Learning Suite-- Science Lab 1 1,000 1,000 1 27 27 Flex Studio 1 800 800 Resource Studio Open Collaborative Space 1 1,000 1,000 Maker Space 1 400 400 Small Group Instruction 2 200 400 Teacher Planning 1 450 450 Includes two 50 sf Phone Rooms Learning Suite Storage 1 400 400 Student Restrooms 2 300 600 Staff Restroom 1 100 100 Custodial 1 100 100 Shared Outdoor Space for 6-8 Subtotal 23,400 336 PreK-8 Advancement Opportunities COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 301 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN Description of Program, Department or Unit Planning Program Functional Capacity # of Units Unit Area (nsf) Total Area (nsf) Requirement # of Teacher Stations # of Students per Teaching Station Learning Community Functional Capacity NOTES 3.0 Elective Spaces 3.1 Fine Arts Combined Fine Arts Suite that is central to all Learning Suites Fine Arts Labs 2 1,400 2,800 Instrument Storage 1 400 400 Art Supply Storage 1 200 200 Outdoor Learning Space Subtotal 3,400 3.2 Other Elective Spaces Other Elective Spaces 2 1,400 2,800 Storage 1 200 200 Subtotal 3,000 4.0 Media Center 4.1 Media Center Media Center 1 4,300 4,300 Combined, but with ability to have different areas for PK-5 & 6-8 Book/General Storage 1 200 200 Office (w/ restroom) 1 150 150 Workroom (w/ sink) 1 200 200 Subtotal 4,850 5.0 Special Education Services 5.1 Special Education Services Self-Contained Studio 2 1,000 2,000 2 15 30 Shared Restroom 1 150 150 With Shower Shared Kitchenette/Laundry Room 1 200 200 Subtotal 2,350 30 *NOT COUNTED IN CURRENT CAPACITY Advancement Opportunities COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 302 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN Description of Program, Department or Unit Planning Program Functional Capacity # of Units Unit Area (nsf) Total Area (nsf) Requirement # of Teacher Stations # of Students per Teaching Station Learning Community Functional Capacity NOTES 6.0 Food Service 6.1 Food Service PK-5 Dining Area 1 4,300 4,300 WILL ALSO BE COMMMUNITY/MULT-PURPOSE ROOM; 706 (66% of student body) / 2 lunch periods = 353 students @ once; 353 students x 12 sf each = 4,300 sf PK-5 Outdoor Covered Dining/Play Area Shared Stage 1 1,000 1,000 Opens to both dining areas; Adjacency or proximity to Music Rooms Chair Storage (300 chairs) 1 200 200 Store Outdoor furniture Boys Restroom w/ Changing Room 1 400 400 Girls Restroom w/ Changing Room 1 400 400 6-8 Dining Area 1 2,200 2,200 364 (34% of student body) / 2 lunch periods = 182 students @ once; 182 students x 12 sf each = 2,200 sf 6-8 Outdoor Covered Dining/Play Area Serving Area 1 1,200 1,200 20% of 6,000 sf dining space = 1,200 sf; Could be 2 separate serving areas Kitchen 1 1,000 1,000 Office (w/ restroom) 1 150 150 Dishwashing Room 1 225 225 Dry Storage 1 300 300 Cooler/Freezer 1 600 600 Restroom/Lockers 1 200 200 Locker Room (w/ restroom) 1 125 125 Laundry/Chemical Storage 1 100 100 Subtotal 12,400 7.0 Physical Education 7.1 Physical Education Gymnasium (seats 600) 1 7,500 7,500 Physical Education/Health Classroom 1 900 900 Locker Room/Restroom 2 800 1,600 PE/Coach Office 1 120 120 PE Storage 1 250 250 Indoor Exercise Room (Weight) 1 500 500 Subtotal 10,870 PreK-8 Advancement Opportunities PreK-8 Advancement Opportunities COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 303 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN Description of Program, Department or Unit Planning Program Functional Capacity # of Units Unit Area (nsf) Total Area (nsf) Requirement # of Teacher Stations # of Students per Teaching Station Learning Community Functional Capacity NOTES 8.0 Building Support 8.1 Maintenance & Custodial Receiving Storage/Locker Area 1 200 200 Office/Planning Area 1 100 100 Custodial Equipment/Supply 2 150 300 Restroom 1 50 50 Subtotal 650 9.0 Site 9.1 Site Shared PK & K Playground 1-5 Playground Multi-purpose field Basketball Courts Gardens Parking for XXX Advancement Opportunities COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 304 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN Having a program of spaces is essential to identifying and fur- ther developing various space types, which ultimately serve as a kit of parts for a building. These space types can then be manipulated or arranged in vari- ous ways to generate different learning suite layout options that best fit the needs of future-facing learning practices in the USVI. Based on the key space types that were identified in the vision- ing process and informed by national benchmarks, learning suite solutions were created for various grade levels. The following layouts can be applied across modernizations/expansions and new builds. K C MS SG TP T ST ST T SG ST ST FST ST STR T K C ST TP ST ST ST FST ST SG SG T STR MS K-5 Learning Suite Program Key K-5 Learning suite Central program layout - total student capacity: 175 K-5 Learning suite Linear program layout - total student capacity: 175 Adjacency Strategies/Learning Suites PreK-8 Advancement Opportunities PreK-8 Advancement Opportunities OPAQUE TRANSPARENT FLEXIBLE/OPERABLE POTENTIAL CONNECTION TO OUTDOOR LEARNING T TOILET CHANGE IN MATERIAL 1,000 SF Open Collaboration Space 400 SF Maker Space 1,000 SF Outdoor Learning 850 SF Studio 800 SF Flex Studio 200 SF Small Group 600 SF Teacher Planning 400 SF Storage Kindergarten Studio 1,200 SF PreK & Kindergarten Studio COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 305 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN T T STR STR ST ST SG SG C FST ST ST ST ST TP SL MS FST ST SG SG ST ST SL T STR FST ST ST ST SG SG MS TP SL 6-8 Learning suite One grade level - total student capacity: 120 6-8 Middle school Grades 6-8 - total student capacity: 360 1,000 SF Open Collaboration Space 400 SF Maker Space 850 SF Studio 800 SF Flex Studio 1,000 SF Outdoor Learning 600 SF Teacher Planning 400 SF Storage 200 SF Small Group 1,000 SF Science Lab 6-8 Learning Suite Program Key OPAQUE TRANSPARENT FLEXIBLE/OPERABLE POTENTIAL CONNECTION TO OUTDOOR LEARNING T TOILET CHANGE IN MATERIAL Advancement Opportunities COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 306 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN PreK-8 Program Summary Adjacency Strategies/Learning Suites Precedents PreK-8 Advancement Opportunities Jefferson Terrace Academy East Baton Rouge Parish School District I Baton Rouge, Louisiana Option 03 Option 02 Option 01 Final Grade levels are paired together in learning communities to foster collaborative learning and vertical opportunities for students excelling past their grade level. The learning suite diagrams to the right illustrate three scenarios that were explored during design. The layout below illustrates the final iteration. COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 307 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN Capps Middle School Putnam City Schools I Warr Acres, Oklahoma Advancement Opportunities The west portion of the building caters to the administrative, elective, and athletic programs for the facility, while the east serves as the learning communities for 6-8 grades. Connecting the two ends is a 200’+ media hub. Each learning center is planned around collaborative learning and teaching, with spaces to facilitate both student and teacher cross pollination. NORTH COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 316 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN PreK-8 Case Study Design Guidelines: PreK-8 Case Study +606 Students Design Statement New Construction at Existing Site: The new Ulla F. Muller PreK-8 requires demolition of the existing Ulla F. Muller Elementary School and construction of a new building on that site. Program Deviations: • No athletic fields provided on site Critical Cost Considerations: • Elevator(s) to meet ADA compliance • New site circulation and drop-off • New outdoor learning/play environments • Assume 4000 SF of covered outdoor space • Assume hip roofs at all buildings • Demolition of existing buildings • The entire site is in a floodplain and the building will need to be raised above ground level. • Adding/updating perimeter fence Existing Building Area 39,682 SF New Building Area ≈ 136,688 SF Enrollment 464 Students Actual student enrollment 2019/2020 Functional Capacity 1070 Students New Ulla F. Muller PreK-8 St. Thomas Top Existing Ulla F. Muller Elementary campus that will be demolished to make way for a new Ulla F. Muller PreK-8 building. Bottom Existing Ulla F. Muller outdoor play area *All construction shall be per the design guidelines included at the end of this section. *POTENTIAL PRIMARY SHELTER COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 317 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN GYM (OUTDOOR) OUTDOOR LEARNING/PLAY/DINING PARKING / PICK-UP & DROP-OFF Level 01 North 100’ 50’ 25’ 0’ LEGEND FUTURE PHASE EXISTING PARKING ADMIN COMMONS/COLAB LEARNING STUDIO KINDER/PRE-K MEDIA/MAKER SPED ELECTIVES ATHLETICS STORAGE RESTROOM MAIN ENTRY OUTDOOR NEW FLOODPLAIN SCIENCE Advancement Opportunities: Ulla F. Muller PreK-8 COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 318 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN GYM (OPEN TO BELOW) ADMIN STUDENT SERVICES/ HEALTH CLINIC PRE-K ADMIN SPED COMMONS K-5 6-8 Level 02 North 100’ 50’ 25’ 0’ PreK-8 Case Study Design Guidelines: PreK-8 Case Study St. Thomas LEGEND FUTURE PHASE EXISTING PARKING ADMIN COMMONS/COLAB LEARNING STUDIO KINDER/PRE-K MEDIA/MAKER SPED ELECTIVES ATHLETICS STORAGE RESTROOM MAIN ENTRY OUTDOOR NEW FLOODPLAIN SCIENCE Ulla F. Muller PreK-8 COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 319 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN MEDIA K-5 6-8 K-5 GREEN ROOF Level 03 North 100’ 50’ 25’ 0’ LEGEND FUTURE PHASE EXISTING PARKING ADMIN COMMONS/COLAB LEARNING STUDIO KINDER/PRE-K MEDIA/MAKER SPED ELECTIVES ATHLETICS STORAGE RESTROOM MAIN ENTRY OUTDOOR NEW FLOODPLAIN SCIENCE Advancement Opportunities: Ulla F. Muller PreK-8 COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 321 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN K-5 6-8 Level 04 North 100’ 50’ 25’ 0’ PreK-8 Case Study St. Thomas LEGEND FUTURE PHASE EXISTING PARKING ADMIN COMMONS/COLAB LEARNING STUDIO KINDER/PRE-K MEDIA/MAKER SPED ELECTIVES ATHLETICS STORAGE RESTROOM MAIN ENTRY OUTDOOR NEW FLOODPLAIN SCIENCE Advancement Opportunities: Ulla F. Muller PreK-8 COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 334 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN PreK-3 Case Study St. Thomas Jane E. Tuitt PreK-3 Design Guidelines: PreK-8 Case Study Existing Building Area 15,488 SF New Building Area 15,488 SF Enrollment 226 Students Actual student enrollment 2019/2020 Functional Capacity 132 Students -94 Students Design Statement Modernization at Existing: The modernization of Jane E. Tuitt requires converting a traditional K-5 elementary to a PreK-3. The overall campus planning remains the same, with modifications made to the buildings for new and different programs. Program Deviations: • Small group learning is covered outdoor space • Electives, SPED, media, commons & administration SF are reduced per reduced population • No gymnasium (existing condition) Critical Cost Considerations: • Elevator(s) to meet ADA compliance • Replacement of jalousie windows • Renovated outdoor learning/play environments • Improved site circulation and parking • HVAC upgrades • Exterior facade renovations • Communications/IT and security upgrades • Adding/updating perimeter fence *All construction shall be per the design guidelines included at the end of this section. COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 335 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN ADMIN PRE-K COMMONS OUTDOOR DINING OUTDOOR LEARNING OUTDOOR PLAY OUTDOOR LEARNING PARKING North 100’ 50’ 25’ 0’ Level 01 LEGEND FUTURE PHASE EXISTING PARKING ADMIN COMMONS/COLAB LEARNING STUDIO KINDER/PRE-K MEDIA/MAKER SPED ELECTIVES ATHLETICS STORAGE RESTROOM MAIN ENTRY OUTDOOR NEW FLOODPLAIN SCIENCE Advancement Opportunities: Jane E. Tuitt PreK-3 DISCLAIMER: Proposed modernization is contingent on confirmation that the existing structure either meets or can be modified to meet current structural code requirements. COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 337 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN MEDIA Level 02 PreK-3 Case Study St. Thomas North 100’ 50’ 25’ 0’ LEGEND FUTURE PHASE EXISTING PARKING ADMIN COMMONS/COLAB LEARNING STUDIO KINDER/PRE-K MEDIA/MAKER SPED ELECTIVES ATHLETICS STORAGE RESTROOM MAIN ENTRY OUTDOOR NEW FLOODPLAIN SCIENCE Advancement Opportunities: Jane E. Tuitt PreK-3 COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 342 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN PreK-8 Case Study St. Thomas Lockhart-Cancryn PreK-8 Design Guidelines: PreK-8 Case Study Existing Building Area 59,530 SF New Building Area ≈ 114,000 SF Enrollment 359 Students Actual student enrollment 2019/2020 Functional Capacity 895 Students +536 Students Design Statement Modernization at Existing: The modernization of Lockhart-Cancryn PreK-8 requires converting a traditional K-5 elementary to a PreK-8. The existing building will be restored to an elementary school with some modifications to accommodate new and different programs. A large new addition to the south is required to accommodate all of the middle school core learning and a new gym. Program Deviations: • Small Group Learning is Outside for All Elementary • No Outdoor Fields Exist on This Campus Critical Cost Considerations: • Renovated outdoor learning/play environments • Replacement of jalousie windows • Improved site circulation and parking • HVAC upgrades • Assume 4000 SF of covered outdoor space • Assume hip roofs at all locations of new construction • Communications/IT and security upgrades • Adding/updating perimeter fence *IDENTIFIED AS PRIMARY SHELTER *All construction shall be per the design guidelines included at the end of this section. COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 343 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN OUTDOOR LEARNING OUTDOOR LEARNING OUTDOOR LEARNING OUTDOOR LEARNING OUTDOOR LEARN. OUTDOOR LEARNING ADMIN/ HEALTH CLINIC STUDENT SERVICES MEDIA COMMONS PRE-K OUTDOOR LEARNING OUTDOOR LEARNING/DINING GYM PRE-K OUTDOOR PLAY OUTDOOR PLAY (SHARED WITH CHARLOTTE AMALIE) PARKING / PICK-UP & DROP-OFF K-5 K-5 K-5 6-8 6-8 FUTURE EXPANSION Level 01 North 100’ 50’ 25’ 0’ LEGEND FUTURE PHASE EXISTING PARKING ADMIN COMMONS/COLAB LEARNING STUDIO KINDER/PRE-K MEDIA/MAKER SPED ELECTIVES ATHLETICS STORAGE RESTROOM MAIN ENTRY OUTDOOR NEW FLOODPLAIN SCIENCE Advancement Opportunities: Lockhart-Cancryn PreK-8 DISCLAIMER: Proposed modernization is contingent on confirmation that the existing structure either meets or can be modified to meet current structural code requirements. COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 344 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN PreK-8 Case Study St. Thomas Yvonne E. Milliner-Bowsky PreK-8 Design Guidelines: PreK-8 Case Study Existing Building Area 53,978 SF New Building Area ≈ 116,700 SF Enrollment 390 Students Actual student enrollment 2019/2020 Functional Capacity 895 Students +505 Students Design Statement Modernization at Existing: The modernization of Yvonne E. Milliner-Bowsky PreK-8 requires converting a traditional K-5 elementary to a PreK-8. One shuttered building will be renovated to accommodate the new central administration. The other shuttered building will be demolished to make way for new additions so accommodate the bulk of core learning. Program Deviations: • Small Group Learning is Outside at Existing Buildings • Media Center is Sized Smaller Due to Existing Constraints • No Outdoor Fields Exist on This Campus Critical Cost Considerations: • Elevator(s) to meet ADA compliance • Replacement of jalousie windows • Renovated outdoor learning/play environments • Improved site circulation and parking • HVAC upgrades • Underground concrete box culvert under new building • Assume hip roofs at all locations of new construction • Demolition of shuttered buildings • Communications/IT and security upgrades • Adding/updating perimeter fence *All construction shall be per the design guidelines included at the end of this section. COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 345 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN PRE-K OUTDOOR LEARNING K-5 6-8 PARKING / PICK-UP & DROP-OFF PRE-K North 100’ 50’ 25’ 0’ Level 01 LEGEND FUTURE PHASE EXISTING PARKING ADMIN COMMONS/COLAB LEARNING STUDIO KINDER/PRE-K MEDIA/MAKER SPED ELECTIVES ATHLETICS STORAGE RESTROOM MAIN ENTRY OUTDOOR NEW FLOODPLAIN SCIENCE Advancement Opportunities: Yvonne E. Milliner-Bowsky PreK-8 DISCLAIMER: Proposed modernization is contingent on confirmation that the existing structure either meets or can be modified to meet current structural code requirements. COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 346 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN Level 02 GYM STUDENT SERVICES / HEALTH CLINIC MEDIA ADMIN COMMONS OUTDOOR LEARNING OUTDOOR DINING OUTDOOR LEARNING MEDIA 6-8 K-5 K-5 PreK-8 Case Study St. Thomas Design Guidelines: PreK-8 Case Study North 100’ 50’ 25’ 0’ LEGEND FUTURE PHASE EXISTING PARKING ADMIN COMMONS/COLAB LEARNING STUDIO KINDER/PRE-K MEDIA/MAKER SPED ELECTIVES ATHLETICS STORAGE RESTROOM MAIN ENTRY OUTDOOR NEW FLOODPLAIN SCIENCE Yvonne E. Milliner-Bowsky PreK-8 COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 347 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN GYM (OPEN TO BELOW) COMMONS (OPEN TO BELOW) 6-8 North 100’ 50’ 25’ 0’ Level 03 LEGEND FUTURE PHASE EXISTING PARKING ADMIN COMMONS/COLAB LEARNING STUDIO KINDER/PRE-K MEDIA/MAKER SPED ELECTIVES ATHLETICS STORAGE RESTROOM MAIN ENTRY OUTDOOR NEW FLOODPLAIN SCIENCE Advancement Opportunities: Yvonne E. Milliner-Bowsky PreK-8 9-12 9-12 ADVANCEMENT OPPORTUNITIES Program Summary Adjacency Strategies/Learning Suites Recommendations New Builds Modernizations/Expansions 350 352 362 366 Advancement Opportunities COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 352 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN 9-12 Advancement Opportunities The following Program of Spaces for the proposed new com- prehensive 9-12 high school was populated based on feedback gathered during programming workshops and from a cross reference of programs from various standards, including: North Carolina Public Schools Facilities Guidelines, Austin Public Schools Educational Specifications, and the Portland Public Schools Educational Specifications. It also draws from virtual tours and precedents such as Canyon View High School. Projects that are focused on modernizations/expansions are derivative of these programs to ensure equity between the new and existing schools. The program of spaces is divided into nine main categories of square footage that are then combined to generate a total pro- posed square footage for a high school facility. There is also an addition of 20% net to gross area based on industry standards as applicable to the Virgin Islands. These categories include: 1) administration, 2) core academics, 3) elective spaces, 4) media center, 5) multi-purpose spaces; 6) SPED services, 7) food services, 8) physical education, and 9) building support. A 10th site category can also be found at the bottom of the pro- gram of spaces, but it does not account for any square footage and serves solely as a check-list of site elements that would potentially need to be considered on a high school campus. There are various line items in the program of spaces that are highlighted in light blue. These are all of the spaces that, while potentially dispersed throughout various areas of the building, would be directly tied to a CTE pathway. 9-12 Advancement Opportunities 9-12 Program Summary The following program is indicative only of a comprehensive high school. St. Croix Central High School and Ivanna Eudora Kean High School have both been identified to house magnet programs which will be included adjacent to those school lay- outs. COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 353 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN Virgin Islands High School Planning Program Program Area Max Capacity Functional Capacity Utilization Factor 1.0 Administration 9,445 2.0 Core Academic 51,400 864 756 87.5% 3.0 Elective Spaces 60,750 453 340 75% White Box @ 50% 4.0 Media Center 7,050 5.0 Multi-Purpose Area 9,400 189 135 75% Digital Maker Space @ 50% 6.0 SPED Services 4,675 24 24 100% 7.0 Food Service 13,575 8.0 Physical Education 38,740 186 134 75% Weight Room @ 50% 9.0 Building Support 4,100 Total Useable Area (Net Square Feet- NSF): 1,716 1,388 1,500 1,199 General Building Area: Walls, Partitions, Mech. Elec., Circulation: (20% of Gross SF) Total Building Area (Gross Square Feet- GSF): *Additonal Covered Outdoor Learning Spaces TOTAL BUILDING AREA WITH OUTDOOR LEARNING 1,350 Target Capacity 199,135 Capacity with 3 Learning Suites Capacity with 3 Learning Suites 25% of Net SF 49,784 5% of Net SF 9,957 258,876 Revised 3/27/2020 248,919 *Based on Industry standards that include outdoor circulation *All new buids should be refined and reduced by 10% in order to meet budgetary requirements Advancement Opportunities Charlotte Amalie High School - Comprehensive High School Program COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 354 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN 1.0 Administration 1.1 Administration Offices Main School Lobby 1 642 642 This includes safe & secure vestibule Open Office Space 1 778 778 Principal's Secretary Office 1 150 150 Principal Office 1 250 250 Assistant Principal Office 4 150 Inegrated in Learning Suites Principal's Conference Room 1 300 300 Conference Room 1 450 450 Workroom 1 400 400 Break Room 1 400 400 SRO Office 1 125 125 Monitors' Office 1 200 200 Multiple monitors will office out of space ISS Room 1 600 600 ISS Restroom 1 75 75 Toilet 2 75 150 Book Room 1 300 300 Security (Technology) Room 1 75 75 IT Office 1 150 150 Mother's Room 2 100 200 Parent Center 1 400 400 Workroom/Welcome Center for Parents Subtotal 5,645 1.2 Counselor Suite 1 Reception/Waiting 1 250 250 Counselors Office 2 150 300 Clerk Office 1 150 150 Registrar Office 1 150 150 Vault/Records 1 400 400 Conference Room 1 200 200 Storage Room 1 100 100 Subtotal 1,550 1.3 Counselor Suite 2 Reception/Waiting/Clerk 1 500 500 Counselors Office 2 150 300 Registrar Office 1 150 150 Conference Room 1 200 200 Storage Room 1 100 100 Subtotal 1,250 Unit Area (nsf) Planning Program NOTES Capacity # of Units Description of Department, Program, or Unit Total Area (nsf) Requirement # of Teacher Stations # of Students per Teaching Station Max Capacity Functional Capacity 9-12 Advancement Opportunities 9-12 Advancement Opportunities COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 355 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN Description of Department, Program, or Unit Total Area (nsf) Requirement # of Teacher Stations # of Students per Teaching Station Max Capacity Functional Capacity NOTES Capacity # of Units Unit Area (nsf) Planning Program 1.4 Health Clinic Want clinic to serve as clinic for public/community use Waiting 1 200 200 Treatment/Cot Area 1 350 350 Office 1 150 150 Exam Room 1 100 100 Storage 1 100 100 Toilet 1 100 100 Include shower - ADA Subtotal 1,000 2.0 Core Academic 2.1 Learning Suites Learning Suite 1-- Studios 5 950 4,750 5 27 135 118 Learning Suite 1-- Science Lab 2 1,200 2,400 2 27 54 47 1 lab per LS is fume hood/chem equipped Chem Prep Room 1 300 300 Flex Studio 1 950 950 1 27 27 24 Resource Studio Open Collaboration Space/Maker Space 1 1,650 1,650 Small Group Instruction 2 200 400 1 combined or 2 separate Teacher Planning 1 1,200 1,200 Includes two 50 sf Phone Rooms & 1 RR Learning Suite Storage 1 250 250 Student Restrooms 2 300 600 Staff Restroom 1 100 100 Custodial Closet 1 100 100 Assistant Principal Office 1 150 150 Covered Outdoor Learning Space Learning Suite 2-- Studios 5 950 4,750 5 27 135 118 Learning Suite 2-- Science Lab 2 1,200 2,400 2 27 54 47 1 lab per LS is fume hood/chem equipped Chem Prep Room 1 300 300 Flex Studio 1 950 950 1 27 27 24 Resource Studio Open Collaboration Space/Maker Space 1 1,650 1,650 Small Group Instruction 2 200 400 1 combined or 2 separate Teacher Planning 1 1,200 1,200 Includes two 50 sf Phone Rooms & 1 RR Learning Suite Storage 1 250 250 Student Restrooms 2 300 600 Staff Restroom 1 100 100 Custodial Closet 1 100 100 Assistant Principal Office 1 150 150 Outdoor Learning Space Advancement Opportunities COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 356 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN Description of Department, Program, or Unit Total Area (nsf) Requirement # of Teacher Stations # of Students per Teaching Station Max Capacity Functional Capacity NOTES Capacity # of Units Unit Area (nsf) Planning Program Learning Suite 3-- Studios 5 950 4,750 5 27 135 118 Learning Suite 3-- Science Lab 2 1,200 2,400 2 27 54 47 1 lab per LS is fume hood/chem equipped Chem Prep Room 1 300 300 Flex Studio 1 950 950 1 27 27 24 Resource Studio Open Collaboration Space/Maker Space 1 1,650 1,650 Small Group Instruction 2 200 400 1 combined or 2 separate Teacher Planning 1 1,200 1,200 Includes two 50 sf Phone Rooms & 1 RR Learning Suite Storage 1 250 250 Student Restrooms 2 300 600 Staff Restroom 1 100 100 Custodial Closet 1 100 100 Assistant Principal Office 1 150 150 Outdoor Learning Space Learning Suite 4-- Studios 5 950 4,750 5 27 135 118 Learning Suite 4-- Science Lab 2 1,200 2,400 2 27 54 47 1 lab per LS is fume hood/chem equipped Chem Prep Room 1 300 300 Flex Studio 1 950 950 1 27 27 24 Resource Studio Open Collaboration Space/Maker Space 1 1,650 1,650 Small Group Instruction 2 200 400 1 combined or 2 separate Teacher Planning 1 1,200 1,200 Includes two 50 sf Phone Rooms & 1 RR Learning Suite Storage 1 250 250 Student Restrooms 2 300 600 Staff Restroom 1 100 100 Custodial Closet 1 100 100 Assistant Principal Office 1 150 150 Outdoor Learning Space Subtotal 51,400 864 756 9-12 Advancement Opportunities 9-12 Advancement Opportunities COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 357 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN Unit Area (nsf) Planning Program NOTES Capacity # of Units Description of Department, Program, or Unit Total Area (nsf) Requirement # of Teacher Stations # of Students per Teaching Station Max Capacity Functional Capacity 3.0 Elective Spaces 3.1 Fine Arts Multi-Purpose Room (White Box) 1 4,000 4,000 1 54 54 27 TO BECOME COMMUNITY GATHERING SPACE AND AUDITORIUM LOBBY Outdoor & White Box Storage 1 700 700 Broadcast/Media Classroom 1 800 800 1 27 27 20 CTE PATHWAY Broadcast Studio 1 450 450 Broadcast Control Room 1 150 150 Auditorium 1 6,000 6,000 500 seats (250 in back) Stage 1 3,000 3,000 Makeup/Green Room 1 250 250 Costume Storage 1 200 200 Scene Shop 1 1,400 1,400 Tool Storage 1 300 300 Women's Dressing Room 1 600 600 Men's Dressing Room 1 600 600 Audience Restrooms 2 400 800 Concessions 1 250 250 Theater Classroom 1 1,600 1,600 1 27 27 20 Band Room 1 2,700 2,700 1 54 54 41 Choir Room 1 1,600 1,600 1 41 41 30 Piano Studio 1 800 800 1 15 15 11 Piano/keyboard classes Instrument Storage 1 700 700 Band Booster Storage 1 100 100 Practice Room 8 100 800 Shared Ensemble Room 2 600 1,200 1 15 15 11 Steel Pan & Jazz or XYZ Band Office 1 150 150 Choir Office 1 150 150 Piano Storage 1 100 100 Shared Music Library 1 150 150 Shared Costume/Robe Storage 1 500 500 2D Art Room 2 1,600 3,200 2 27 54 41 2D Art Storage 1 250 250 3D Art Room 1 1,600 1,600 1 27 27 20 3D Art Storage 1 200 200 Kiln 1 150 150 Dance/Cheerleading 1 2,800 2,800 1 41 41 30 Place between Fine Arts & Athletics Mat Storage 1 300 300 Costume Storage 1 200 200 Subtotal 38,750 273 205 3.2 CTE Low Intensity Labs 3 2,500 7,500 3 24 72 54 3 CTE PATHWAYS High Intensity Labs 2 5,000 10,000 2 24 48 36 2 CTE PATHWAYS Subtotal 17,500 120 90 Advancement Opportunities COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 358 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN Unit Area (nsf) Planning Program NOTES Capacity # of Units Description of Department, Program, or Unit Total Area (nsf) Requirement # of Teacher Stations # of Students per Teaching Station Max Capacity Functional Capacity 3.3 JROTC JROTC Classroom 2 1,000 2,000 2 30 60 45 2 Classrooms could join to be shooting range JROTC Armory 1 200 200 JROTC Uniform Storage 1 800 800 JROTC Office 1 200 200 JROTC Dressing Rooms 2 400 800 Student Restrooms 2 250 500 Outdoor Drill Space Could be outdoor shooting range Subtotal 4,500 60 45 4.0 Media Center 4.1 Media Center Media Center should be front & center of campus (Lee Elementary style) Media Center 1 5,100 5,100 1,350 students x 4 sf = 5,400 sf Conference Room 1 300 300 Production/Publication/Print Space 1 200 200 Study Room 2 200 400 Flexibility to be 1 room @ 400 sf or 2 @ 200 sf IT Help Desk 1 150 150 Book/Supply Storage 1 400 400 Office 1 150 150 Staff Restroom 1 75 75 Student Restroom 1 75 75 Workroom (w/ sink) 1 200 200 Subtotal 7,050 5.0 Multi-Purpose Area 5.1 Multi-Purpose Flex Lab 2 1,200 2,400 2 27 54 41 PROXIMITY TO DIGITAL MAKER SPACE Flex Studios 4 900 3,600 4 27 108 81 PROXIMITY TO DIGITAL MAKER SPACE Medium Group Rooms 1 600 600 PROXIMITY TO DIGITAL MAKER SPACE Small Group Rooms 2 450 900 PROXIMITY TO DIGITAL MAKER SPACE Digital Maker Space 1 800 800 1 27 27 14 ADJACENT TO WHITE BOX Digital Maker Space Storage 1 200 200 AJDACENT TO DIGITAL MAKER SPACE Audio/Recording Space 1 200 200 AJDACENT TO DIGITAL MAKER SPACE Career Center 1 700 700 ADJACENT TO MEDIA CENTER Subtotal 9,400 189 135 9-12 Advancement Opportunities 9-12 Advancement Opportunities COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 359 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN Unit Area (nsf) Planning Program NOTES Capacity # of Units Description of Department, Program, or Unit Total Area (nsf) Requirement # of Teacher Stations # of Students per Teaching Station Max Capacity Functional Capacity 6.0 Special Education Services 6.1 Special Education Services Self-Contained Studio 2 950 1,900 2 12 24 24 Shared Kitchenette 1 400 400 Kitchenette Pantry 1 100 100 Shared Laundry Room 1 100 100 Shared Restroom 1 200 200 Small SPED Studio 1 600 600 Small SPED Studio Storage 1 50 50 Small SPED Studio Restroom 1 75 75 Subtotal 3,425 24 24 6.2 Special Education Support Suite SPED Clerk/Itenerant 1 350 350 SPED Records Room 1 100 100 SPED Chair Office 1 200 200 SPED Office 1 200 200 Conference Room 1 400 400 Subtotal 1,250 7.0 Food Service 7.1 Food Service Cafeteria 1 6,300 6,300 1,350 Students / 3 lunch periods = 450 students x 14 sf per student = 6,300 sf Outdoor Eating Area Provide 450 seats outdoors Cafeteria Restrooms 2 400 800 Serving Area 1 800 800 Servery Storage 1 100 100 Servery Custodial 1 75 75 Grab & Go Serving Area 1 200 200 Kitchen 1 5,000 5,000 Office (w/ restroom) Included in kitchen SF Dishwashing Room Included in kitchen SF Dry Storage Included in kitchen SF Cooler/Freezer Included in kitchen SF Restroom/Lockers Included in kitchen SF Kitchen Receiving 1 300 300 Subtotal 13,575 Advancement Opportunities COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 360 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN Unit Area (nsf) Planning Program NOTES Capacity # of Units Description of Department, Program, or Unit Total Area (nsf) Requirement # of Teacher Stations # of Students per Teaching Station Max Capacity Functional Capacity 8.0 Physical Education 8.1 Physical Education Anxillary Gym 1 8,000 8,000 1 54 54 41 PE Storage 1 700 700 General Athletics Storage 1 700 700 Anxillary Gym/Athletics Restrooms 4 300 1,200 Shared Weight Room 1 3,000 3,000 1 24 24 12 Training Room 1 600 600 Health Classroom 1 800 800 1 27 27 20 Training Classroom 1 800 800 1 27 27 20 Laundry Room 1 100 100 Competition Gym 1 13,000 13,000 1 54 54 41 REQUESTED ARENA WOULD BE: 12,400 (2 side- by-side courts) + 8,000 (2,000 Seating Capacity) = 20,400 sf Concessions 1 200 200 Spectator Restrooms 2 500 1,000 Spectator Family Restroom 1 100 100 PE Storage 1 400 400 General Athletics Storage 1 700 700 Womens Locker Room 1 1,200 1,200 Womens Showers/Restrooms 1 500 500 Womens Coaches Office 1 150 150 Womens Coaches Restroom 1 75 75 Mens Locker Room 1 1,200 1,200 Mens Showers/Restrooms 1 500 500 Mens Coaches Office 1 150 150 Mens Coaches Restroom 1 75 75 Subtotal 35,150 186 134 CTE PATHWAY AS NURSING (WITH NURSE) OR SPORTS MEDICINE (WITH ATHLETICS) 9-12 Advancement Opportunities 9-12 Advancement Opportunities COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 361 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN Unit Area (nsf) Planning Program NOTES Capacity # of Units Description of Department, Program, or Unit Total Area (nsf) Requirement # of Teacher Stations # of Students per Teaching Station Max Capacity Functional Capacity 8.2 Concessions & Storage Concessions 1 800 800 Custodial Room 1 60 60 Tickets/Store 1 150 150 Pantry 1 60 60 Storage 1 500 500 Public Restrooms 2 500 1,000 Public Family Restroom 2 100 200 Cooler Wash Area 1 120 120 Officials Locker Room 1 100 100 Officials Restroom 1 100 100 Field Storage 1 500 500 Subtotal 3,590 9.0 Building Support 9.1 Maintenance & Custodial Maintenance Receiving 1 400 400 Equipment Storage 1 600 600 Custodial Storage 1 200 200 Outsource Custodial Storage 1 200 200 Water Heater Room 1 100 100 Office 1 200 200 Break Room 1 300 300 Restroom 1 100 100 Maintenance Room 1 2,000 2,000 Subtotal 4,100 10.0 Site 10.1 Site Parking for XXX Staff & Visitor Parking for XXX Greenhouses 2 Field with Track Advancement Opportunities COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 362 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN Adjacency Strategies/Learning Suites 9-12 Advancement Opportunities 9-12 Advancement Opportunities Having a program of spaces is essential to identifying and fur- ther developing various space types, which ultimately serve as a kit of parts for a building. These space types can then be manipulated or arranged in vari- ous ways to generate different learning suite layout options that best fit the needs of future-facing learning practices in the USVI. Based on the key space types that were identified in the vision- ing process and informed by national benchmarks, learning suite solutions were created for various grade levels. The following layouts can be applied across modernizations/expansions and new builds. COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 363 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN ST C ST ST ST SG TP STR SL CM APO T SG ST FST SL OPAQUE TRANSPARENT FLEXIBLE/OPERABLE POTENTIAL CONNECTION TO OUTDOOR LEARNING T TOILET CHANGE IN MATERIAL 9-12 Learning Suite Program Key 1,000 SF Open Collaboration Space 850 SF Studio 800 SF Flex Studio 400 SF Maker Space 1,000 SF Outdoor Learning 600 SF Teacher Planning 400 SF Storage 200 SF Small Group 1,000 SF Science Lab 9-12 Learning suite Linear orientation Advancement Opportunities COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 364 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN Canyon View High School Agua Fria Union High School District I Waddell Arizona Learning fort 9-12 Advancement Opportunities 9-12 Advancement Opportunities Learning fort Adjacency Strategies/Learning Suites Precedent COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 365 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN Advancement Opportunities COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 396 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN USVI CTE Magnet High Scool Planning Program Program Area Max Capacity Functional Capacity Utilization Factor 1.0 Administration 6,225 2.0 Core Academic 29,800 540 474 87.5% 3.0 Elective Spaces 33,550 332 188 75% White Box @ 50% 4.0 Media Center 7,050 5.0 Multi-Purpose Area 1,900 27 14 75% Digital Maker Space @ 50% 6.0 SPED Services 3,400 12 12 100% 7.0 Food Service 7,775 8.0 Physical Education 25,140 108 81 75% Weight Room @ 50% 9.0 Building Support 3,145 Total Useable Area (Net Square Feet- NSF): 1,019 768 General Building Area: Walls, Partitions, Mech. Elec., Circulation: (20% of Gross SF) Total Building Area (Gross Square Feet- GSF): *Additonal Covered Outdoor Learning Spaces TOTAL BUILDING AREA WITH OUTDOOR LEARNING 600 Target Capacity 117,985 25% of Net SF 29,496 5% of Net SF 5,899 153,381 Revised 6/22/2020 147,481 *Based on Industry standards that include outdoor circulation *All new buids should be refined and reduced by 10% in order to meet budgetary requirements 9-12 Advancement Opportunities 9-12 Advancement Opportunities Ivanna Eudora Kean High School - CTE Magnet Program COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 397 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN 1.0 Administration 1.1 Administration Offices Main School Lobby 1 400 400 This includes safe & secure vestibule Principal's Secretary Office 1 150 150 Principal Office 1 200 200 Assistant Principal Office 2 150 300 Inegrated in Learning Suites Principal's Conference Room 1 250 250 Conference Room 1 250 250 Workroom 1 300 300 Break Room 1 300 300 SRO Office 1 125 125 Monitors' Office 1 200 200 Multiple monitors will office out of space ISS Room 1 400 400 ISS Restroom 1 75 75 Toilet 2 75 150 Book Room 1 200 200 IT Office 1 150 150 Mother's Room 1 100 100 Parent Center 1 400 400 Workroom/Welcome Center for Parents Subtotal 3,950 1.2 Counselor Suite 1 Reception/Waiting 1 200 200 Counselors Office 2 150 300 Clerk Office 1 150 150 Registrar Office 1 150 150 Vault/Records 1 300 300 Conference Room 1 200 200 Storage Room 1 100 100 Subtotal 1,400 1.4 Health Clinic Want clinic to serve as clinic for public/community use Waiting 1 200 200 Treatment/Cot Area 1 250 250 Office 1 150 150 Exam Room 1 100 100 Storage 1 100 100 Toilet 1 75 75 Include shower - ADA Subtotal 875 Description of Department, Program, or Unit Total Area (nsf) Requirement # of Teacher Stations # of Students per Teaching Station Max Capacity Functional Capacity NOTES Capacity # of Units Unit Area (nsf) Planning Program Advancement Opportunities: Ivanna Eudora Kean High School Program COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 398 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN Description of Department, Program, or Unit Total Area (nsf) Requirement # of Teacher Stations # of Students per Teaching Station Max Capacity Functional Capacity NOTES Capacity # of Units Unit Area (nsf) Planning Program 2.0 Core Academic 2.1 Learning Suites Learning Suite 1-- Studios 3 850 2,550 3 27 81 71 Learning Suite 1-- Science Lab 1 1,200 1,200 1 27 27 24 1 lab per LS is fume hood/chem equipped Chem Prep Room 1 200 200 Open Collaboration Space/Maker Space 1 1,400 1,400 1 24 27 24 Small Group Instruction 2 200 400 1 combined or 2 separate Teacher Planning 1 1,000 1,000 Includes two 50 sf Phone Rooms & 1 RR Learning Suite Storage 1 250 250 Student Restrooms 2 150 300 Staff Restroom 1 75 75 Custodial Closet 1 75 75 Covered Outdoor Learning Space How does FEMA treat them? Learning Suite 2-- Studios 3 850 2,550 3 27 81 71 Learning Suite 2-- Science Lab 1 1,200 1,200 1 27 27 24 1 lab per LS is fume hood/chem equipped Chem Prep Room 1 200 200 Open Collaboration Space/Maker Space 1 1,400 1,400 1 24 27 24 Small Group Instruction 2 200 400 1 combined or 2 separate Teacher Planning 1 1,000 1,000 Includes two 50 sf Phone Rooms & 1 RR Learning Suite Storage 1 250 250 Student Restrooms 2 150 300 Staff Restroom 1 75 75 Custodial Closet 1 75 75 Outdoor Learning Space Learning Suite 3-- Studios 3 850 2,550 3 27 81 71 Learning Suite 3-- Science Lab 1 1,200 1,200 1 27 27 24 1 lab per LS is fume hood/chem equipped Chem Prep Room 1 200 200 Open Collaboration Space/Maker Space 1 1,400 1,400 1 24 27 24 Small Group Instruction 2 200 400 1 combined or 2 separate Teacher Planning 1 1,000 1,000 Includes two 50 sf Phone Rooms & 1 RR Learning Suite Storage 1 250 250 Student Restrooms 2 150 300 Staff Restroom 1 75 75 Custodial Closet 1 75 75 Outdoor Learning Space Learning Suite 4-- Studios 3 850 2,550 3 27 81 71 Learning Suite 4-- Science Lab 1 1,200 1,200 1 27 27 24 1 lab per LS is fume hood/chem equipped Chem Prep Room 1 200 200 Open Collaboration Space/Maker Space 1 1,400 1,400 1 24 27 24 Small Group Instruction 2 200 400 1 combined or 2 separate Teacher Planning 1 1,000 1,000 Includes two 50 sf Phone Rooms & 1 RR Learning Suite Storage 1 250 250 Student Restrooms 2 150 300 Staff Restroom 1 75 75 Custodial Closet 1 75 75 Outdoor Learning Space Subtotal 29,800 540 474 9-12 Advancement Opportunities 9-12 Advancement Opportunities COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 399 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN Description of Department, Program, or Unit Total Area (nsf) Requirement # of Teacher Stations # of Students per Teaching Station Max Capacity Functional Capacity NOTES Capacity # of Units Unit Area (nsf) Planning Program 3.0 Elective Spaces 3.1 Fine Arts Multi-Purpose Room (White Box) 1 4,000 4,000 1 54 54 27 TO BECOME COMMUNITY GATHERING SPACE AND AUDITORIUM LOBBY Outdoor & White Box Storage 1 700 700 Broadcast/Media Classroom 1 800 800 1 27 27 20 CTE PATHWAY Broadcast Studio 1 450 450 Broadcast Control Room 1 150 150 Choir Room 1 1,600 1,600 1 41 41 30 Piano Studio 1 800 800 0 15 0 0 Piano/keyboard classes Instrument Storage 1 700 700 Band Booster Storage 1 100 100 Practice Room 4 100 400 Band Office 1 150 150 Choir Office 1 150 150 Piano Storage 1 100 100 Shared Music Library 1 150 150 2D Art Room 1 1,600 1,600 1 27 27 20 2D Art Storage 1 250 250 3D Art Room 1 1,600 1,600 1 27 27 20 3D Art Storage 1 200 200 Kiln 1 150 150 Subtotal 14,050 175.5 71 3.2 CTE Low Intensity Labs 2 2,500 5,000 2 24 48 36 3 CTE PATHWAYS High Intensity Labs 2 5,000 10,000 2 24 48 36 2 CTE PATHWAYS Subtotal 15,000 96 72 3.3 JROTC JROTC Classroom 2 1,000 2,000 2 30 60 45 2 Classrooms could join to be shooting range JROTC Armory 1 200 200 JROTC Uniform Storage 1 800 800 JROTC Office 1 200 200 JROTC Dressing Rooms 2 400 800 Student Restrooms 2 250 500 Outdoor Drill Space Could be outdoor shooting range Subtotal 4,500 60 45 Advancement Opportunities: Ivanna Eudora Kean High School Program COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 400 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN Description of Department, Program, or Unit Total Area (nsf) Requirement # of Teacher Stations # of Students per Teaching Station Max Capacity Functional Capacity NOTES Capacity # of Units Unit Area (nsf) Planning Program 4.0 Media Center 4.1 Media Center Media Center should be front & center of campus (Lee Elementary style) Media Center 1 5,100 5,100 1,350 students x 4 sf = 5,400 sf Conference Room 1 300 300 Production/Publication/Print Space 1 200 200 Study Room 2 200 400 Flexibility to be 1 room @ 400 sf or 2 @ 200 sf IT Help Desk 1 150 150 Book/Supply Storage 1 400 400 Office 1 150 150 Staff Restroom 1 75 75 Student Restroom 1 75 75 Workroom (w/ sink) 1 200 200 Subtotal 7,050 5.0 Multi-Purpose Area 5.1 Multi-Purpose Digital Maker Space 1 800 800 1 27 27 14 ADJACENT TO WHITE BOX Digital Maker Space Storage 1 200 200 AJDACENT TO DIGITAL MAKER SPACE Audio/Recording Space 1 200 200 AJDACENT TO DIGITAL MAKER SPACE Career Center 1 700 700 ADJACENT TO MEDIA CENTER Subtotal 1,900 27 14 9-12 Advancement Opportunities 9-12 Advancement Opportunities COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 401 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN Description of Department, Program, or Unit Total Area (nsf) Requirement # of Teacher Stations # of Students per Teaching Station Max Capacity Functional Capacity NOTES Capacity # of Units Unit Area (nsf) Planning Program 6.0 Special Education Services 6.1 Special Education Services Self-Contained Studio 1 950 950 1 12 12 12 Shared Kitchenette 1 400 400 Kitchenette Pantry 1 100 100 Shared Laundry Room 1 75 75 Shared Restroom 1 100 100 Small SPED Studio 1 600 600 Small SPED Studio Storage 1 50 50 Small SPED Studio Restroom 1 75 75 Subtotal 2,350 12 12 6.2 Special Education Support Suite SPED Clerk/Itenerant 1 350 350 SPED Records Room 1 100 100 SPED Chair Office 1 200 200 SPED Office 1 150 150 Conference Room 1 250 250 Subtotal 1,050 7.0 Food Service 7.1 Food Service Cafeteria 1 3,000 3,000 1,350 Students / 3 lunch periods = 450 students x 14 sf per student = 6,300 sf Outdoor Eating Area Provide 450 seats outdoors Cafeteria Restrooms 2 150 300 Serving Area 1 800 800 Servery Storage 1 100 100 Servery Custodial 1 75 75 Grab & Go Serving Area 1 200 200 Kitchen 1 3,000 3,000 Office (w/ restroom) Included in kitchen SF Dishwashing Room Included in kitchen SF Dry Storage Included in kitchen SF Cooler/Freezer Included in kitchen SF Restroom/Lockers Included in kitchen SF Kitchen Receiving 1 300 300 Subtotal 7,775 Advancement Opportunities: Ivanna Eudora Kean High School Program COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 402 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN Description of Department, Program, or Unit Total Area (nsf) Requirement # of Teacher Stations # of Students per Teaching Station Max Capacity Functional Capacity NOTES Capacity # of Units Unit Area (nsf) Planning Program 8.0 Physical Education 8.1 Physical Education Training Room 1 600 600 Health Classroom 1 800 800 1 27 27 20 Training Classroom 1 800 800 1 27 27 20 Laundry Room 1 100 100 Competition Gym 1 13,000 13,000 1 54 54 41 REQUESTED ARENA WOULD BE: 12,400 (2 side- by-side courts) + 8,000 (2,000 Seating Capacity) = 20,400 sf Concessions 1 200 200 Spectator Restrooms 2 500 1,000 Spectator Family Restroom 1 100 100 PE Storage 1 400 400 General Athletics Storage 1 700 700 Womens Locker Room 1 1,200 1,200 Womens Showers/Restrooms 1 500 500 Womens Coaches Office 1 150 150 Womens Coaches Restroom 1 75 75 Mens Locker Room 1 1,200 1,200 Mens Showers/Restrooms 1 500 500 Mens Coaches Office 1 150 150 Mens Coaches Restroom 1 75 75 Subtotal 21,550 108 81 8.2 Concessions & Storage Concessions 1 800 800 Custodial Room 1 60 60 Tickets/Store 1 150 150 Pantry 1 60 60 Storage 1 500 500 Public Restrooms 2 500 1,000 Public Family Restroom 2 100 200 Cooler Wash Area 1 120 120 Officials Locker Room 1 100 100 Officials Restroom 1 100 100 Field Storage 1 500 500 Subtotal 3,590 CTE PATHWAY AS NURSING (WITH NURSE) OR SPORTS MEDICINE (WITH ATHLETICS) 9-12 Advancement Opportunities 9-12 Advancement Opportunities COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 403 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN Description of Department, Program, or Unit Total Area (nsf) Requirement # of Teacher Stations # of Students per Teaching Station Max Capacity Functional Capacity NOTES Capacity # of Units Unit Area (nsf) Planning Program 9.0 Building Support 9.1 Maintenance & Custodial Maintenance Receiving 1 320 320 Equipment Storage 1 480 480 Custodial Storage 1 160 160 Outsource Custodial Storage 1 160 160 Water Heater Room 1 100 100 Office 1 150 150 Break Room 1 200 200 Restroom 1 75 75 Maintenance Room 1 1,500 1,500 Subtotal 3,145 10.0 Site 10.1 Site Parking for XXX Staff & Visitor Parking for XXX Greenhouses 2 Field with Track Advancement Opportunities: Ivanna Eudora Kean High School Program COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 404 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN chool Scale: 80:1 ADMIN COUNS./ HEALTH COMMONS PARKING PARKING / PICK-UP & DROP-OFF OUTDOOR LEARNING/DINING AMPITHEATRE COMPETITION GYM 9-12 Case Study St. Thomas Ivanna Eudora Kean High School Design Guidelines: 9-12 Case Study Existing Building Area 134,313 SF New Building Area ≈ 118,760 SF Enrollment 686 Students Actual student enrollment 2019/2020 Functional Capacity 768 Students -86 Students Design Statement Modernization at Existing: The modernization of Ivanna Eudora Kean High School requires renovation of existing classrooms space to create small learning communities. The central administration/ commons building will be demolished to make room for a more adequate structure to house those functions. Program Deviations: • Small group learning is outside at existing buildings • Program is scaled to a 600 student magnet school in lieu of a 1350+ comprehensive high school. Critical Cost Considerations: • Elevator(s) to meet ADA compliance • Replacement of jalousie windows • Renovated outdoor learning/play environments • Improved site circulation and parking • HVAC upgrades • Assume 4000 SF of covered outdoor space • Assume hip roofs at all locations of new construction • Communications/IT and security upgrades • Adding/updating perimeter fence *All construction shall be per the design guidelines included at the end of this section. COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 405 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN ADMIN COUNS./ HEALTH COMMONS OUTDOOR PLAY PARKING PARKING / PICK-UP & DROP-OFF OUTDOOR LEARNING/DINING AMPITHEATRE COMPETITION GYM Level 01 North 200’ 100’ 50’ 0’ LEGEND FUTURE PHASE EXISTING PARKING ADMIN COMMONS/COLAB LEARNING STUDIO KINDER/PRE-K MEDIA/MAKER SPED ELECTIVES ATHLETICS STORAGE RESTROOM MAIN ENTRY OUTDOOR NEW FLOODPLAIN SCIENCE Advancement Opportunities: Ivanna Eudora Kean High School DISCLAIMER: Proposed modernization is contingent on confirmation that the existing structure either meets or can be modified to meet current structural code requirements. COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 406 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN 9-12 Case Study St. Thomas Design Guidelines: 9-12 Case Study Level 02 DIGITAL/ CAREER WHITE BOX/ BROADCAST WHITE/ BROAD. MEDIA JROTC JROTC CTE - HIGH INTENSITY CTE - HIGH INTENSITY MEDIA CTE - LOW INTENSITY ART MUSIC MUSIC North 200’ 100’ 50’ 0’ LEGEND FUTURE PHASE EXISTING PARKING ADMIN COMMONS/COLAB LEARNING STUDIO KINDER/PRE-K MEDIA/MAKER SPED ELECTIVES ATHLETICS STORAGE RESTROOM MAIN ENTRY OUTDOOR NEW FLOODPLAIN SCIENCE Ivanna Eudora Kean High School COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 407 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN FUTURE EXPANSION Level 03 North 200’ 100’ 50’ 0’ LEGEND FUTURE PHASE EXISTING PARKING ADMIN COMMONS/COLAB LEARNING STUDIO KINDER/PRE-K MEDIA/MAKER SPED ELECTIVES ATHLETICS STORAGE RESTROOM MAIN ENTRY OUTDOOR NEW FLOODPLAIN SCIENCE Advancement Opportunities: Ivanna Eudora Kean High School COPYRIGHT© 2020 THIS INFORMATION IS CONCEPTUAL IN NATURE AND IS SUBJECT TO ADJUSTMENTS PENDING FURTHER PROJECT DEVELOPMENT. 409 US VIRGIN ISLANDS EDUCATIONAL FACILITY MASTER PLAN 9-12 Case Study St. Thomas Ivanna Eudora Kean High School Kean Learning Suite Modernization Concept SAVAN GUT Virgin Islands Department of Education Environmental Assessment Draft Emanuel Benjamin Oliver PreK-8 School St. Thomas, U.S. Virgin Islands Prepared by Bioimpact, Inc. Suffolk – CBNA JV Contents INTRODUCTION ................................................................................................................................... 1 LOCATION ............................................................................................................................................ 1 DESCRIPTION OF PROJECT ................................................................................................................ 4 ENVIRONMENTAL IMPACT ............................................................................................................... 3 Climate/Weather .................................................................................................................................. 3 Landform Geology, Soils and Historic Land Use ..................................................................................... 5 Drainage, Erosion Control, and Maintenance ..................................................................................... 10 Drainage Patterns ........................................................................................................................... 11 Coastal Floodplain ............................................................................................................................. 12 Fresh Water Resources ...................................................................................................................... 13 Oceanography ................................................................................................................................... 15 Marine Resources .............................................................................................................................. 15 Terrestrial Resources ......................................................................................................................... 15 Wetlands ........................................................................................................................................... 17 Rare and Endangered Species ............................................................................................................ 17 Air Quality ........................................................................................................................................ 19 IMPACT ON MAN’S ENVIRONMENT .............................................................................................. 20 Land and Water Use Plans ................................................................................................................. 20 Visual Impacts ................................................................................................................................... 20 Social and Economic Impacts ............................................................................................................ 20 Historical and Archaeological Resources ........................................................................................... 20 Waste Disposal and Accidental Spills ................................................................................................ 20 COASTAL CONSISTENCY ................................................................................................................. 20 Figure 1. Location of Emanuel Benjamin Oliver PreK-8 School on the island of St. Thomas.................... 1 Figure 2. Location of Emanuel Benjamin Oliver PreK-8 School relationship to surrounding island features.................................................................................................................................................... 2 Figure 3. Location of Emanuel Benjamin Oliver PreK-8 School in relationship to the Coastal Zone Management First Tier Jurisdiction Limit ................................................................................................ 3 Figure 4. Existing Site Plan for Oliver PreK - 8th .................................................................................... 1 Figure 5. Proposed Development Site Plan for Emanuel Benjamin Oliver PreK- 8th ................................ 2 Figure 6. Hourly Wind Rose for Cyril E. King Airport, 1953-2020 (https://weather.gov/data/obhistory/TIST.html) ........................................................................................ 3 Figure 7. Rainfall data from East Hill, St. Thomas ................................................................................... 4 Figure 8. Rainfall data Anna's Retreat, VQIVIST0001 ............................................................................ 5 Figure 9. 1954 USGS Aerial Service Photograph ..................................................................................... 6 Figure 10. 1974 USGS aerial service the school has not been built ........................................................... 7 Figure 11. Emanuel Benjamin Oliver PreK-8 School Novemer 29, 1988 .................................................. 8 Figure 12. November 25, 2017 Google Earth Aerial photograph. ............................................................. 9 EMANUEL BENJAMIN OLIVER PREK-8 SCHOOL GRANT MANAGER:XXXXX FEMA APPLICANT ID:#XXXXX ii Figure 13. USDA Soil Survey Map ........................................................................................................ 10 Figure 14. Topographic Map of the Emanuel Benjamin Oliver PreK-8 School ....................................... 11 Figure 15. FEMA FIRM 28 of 94 April 16, 2007 ................................................................................... 12 Figure 16. USVI Flood Hazard Advisory Map ....................................................................................... 13 Figure 17. Wells in the vicinity of the Emanuel Benjamin Oliver PreK-8 School ................................... 14 Figure 18. FWS National Wetland Inventory ......................................................................................... 17 Figure 19. Virgin Islands Tree Boa, Chilabothrus granti (FWS website) ................................................. 18 EMANUEL BENJAMIN OLIVER PREK-8 SCHOOL GRANT MANAGER:XXXXX FEMA APPLICANT ID:#XXXXX 1 INTRODUCTION The Virgin Islands Department of Education (VIDE) is undertaking the Renovation and Moderation of Schools throughout the territory. VIDE has been able to secure Federal Emergency Management Grants Administration funding for these projects. VIDE therefore will be requesting a Determination of Federal Consistency through the Department of Planning and Natural Resources, Division of Coastal Zone Management for the FEMA funded project – Emanuel Benjamin Oliver PreK-8 School renovation/modernization as required under the VI Code Section 1, VIR and Regs. Title 12, Subchapter 904, section 904-8. LOCATION The Emanuel Benjamin Oliver PreK-8 School is located on Rem 148-235, Estate Annas Retreat, New Quarter, St. Thomas, at Latitude 18.335792°N, Longitude -64.885797° W. Figure 1. Location of Emanuel Benjamin Oliver PreK-8 School on the island of St. Thomas EMANUEL BENJAMIN OLIVER PREK-8 SCHOOL GRANT MANAGER:XXXXX FEMA APPLICANT ID:#XXXXX 2 Figure 2. Location of Emanuel Benjamin Oliver PreK-8 School relationship to surrounding island features. EMANUEL BENJAMIN OLIVER PREK-8 SCHOOL GRANT MANAGER:XXXXX FEMA APPLICANT ID:#XXXXX 3 Figure 3. Location of Emanuel Benjamin Oliver PreK-8 School in relationship to the Coastal Zone Management First Tier Jurisdiction Limit Although the project is outside the first-tier jurisdiction limit of Coastal Zone Management, the project is required to obtain a Federal Consistency Determination. The Coastal Zone Management Act of 1972 requires that federal actions, within and outside the coastal zone, which have reasonably foreseeable effects on any coastal use (land or water), or natural resources of the coastal zone be consistent with the enforceable policies of a state's federally approved coastal management program. The project must be undertaken in a manner consistent to the maximum extent practicable with the enforceable policies of the U.S. Virgin Islands’ CZM Program. This federal consistency determination demonstrates this projects compliance with the U.S. Virgin Islands’ CZM Program. The following policies are set forth in the U.S. Virgin Islands Code Title 12, Conservation Chapter 21, Virgin Islands Coastal Zone Management [V.I. Code tit. 12, § 903(b)]. EMANUEL BENJAMIN OLIVER PREK-8 SCHOOL GRANT MANAGER:XXXXX FEMA APPLICANT ID:#XXXXX 4 DESCRIPTION OF PROJECT The Emanuel Benjamin Oliver PreK-8 School was damaged during the 2017 Hurricane Irma and Maria category V storms and was deemed unsafe for students, and faculty and remains closed. Emanuel Benjamin Oliver PreK-8 School has been assessed by FEMA and approved for renovation/modernization and the addition of new buildings. The purpose of the project is to meet the current and future demand for student space at the Emanuel Benjamin Oliver PreK-8 School. Reconstructionof Emanuel Benjamin Oliver PreK-8 School encompasses the demolition and reconstruction of the school. The reconstruction will include the administrative offices, library, cafeteria, kitchen, bathrooms, stairways, balconies, theater, hallways and all fixtures and equipment. The project will meet VIDE’s vision outlined in the Bridging Documents, under the FEMA Public Assistance (PA) program utilizing the flexibility afforded by the Bipartisan Budget Act (BBA). All buildings, parking lots, drives and sidewalks within the existing school site will be demolished. The reconstruction includes a new entrance drive and parking along the northern portion of the site. A new utility building will be built on the far west of the site. A one-story gym and dining building will be built in the center of the site, and 4 new building will wrap around the site to the east including a one- and a two-story classroom building, a one-story media building and a two-story administration building. A new playground will be constructed between the gym and the most southern classroom building. EMANUEL BENJAMIN OLIVER PREK-8 SCHOOL GRANT MANAGER:XXXXX FEMA APPLICANT ID:#XXXXX 1 Figure 4. Existing Site Plan for Oliver PreK - 8th EMANUEL BENJAMIN OLIVER PREK-8 SCHOOL GRANT MANAGER:XXXXX FEMA APPLICANT ID:#XXXXX 2 Figure 5. Proposed Development Site Plan for Emanuel Benjamin Oliver PreK- 8th EMANUEL BENJAMIN OLIVER PREK-8 SCHOOL GRANT MANAGER:XXXXX FEMA APPLICANT ID:#XXXXX 3 ENVIRONMENTAL IMPACT Climate/Weather The most representative long-term wind records were found to be those from the Cyril E. King Airport station (located approximately 5.7 miles west of the Project Area). The station contains approximately 68 years of wind data records beginning in 1953. NOAA Station 9751639 is located closer (2.2 miles) to the project site on the West Indian Company (WICO) Dock but only has wind records dating back to the year 2000. The data indicates that the predominant winds are from the east, with 90% of the winds occurring from the southeast to northeast. Winds from the occur approximately 5% of the data record. A wind rose of the hourly wind speeds for the 1953 – 2020 time period is provided in Figure 6. Figure 6. Hourly Wind Rose for Cyril E. King Airport, 1953-2020 (https://weather.gov/data/obhistory/TIST.html) Storm and Hurricanes There are numerous disturbances during the year, especially squalls and thunderstorms. These occur most frequently during the summer, lasting only a few hours and causing no pronounced change in the Trade Winds. A tropical cyclone who’s sustained (1 minute average) winds exceed 74 miles per hour is termed as a hurricane in the northern hemisphere and significantly affects the area. Hurricanes occur most frequently between August and mid-October with their peak activity occurring in September. EMANUEL BENJAMIN OLIVER PREK-8 SCHOOL GRANT MANAGER:XXXXX FEMA APPLICANT ID:#XXXXX 4 St. Thomas was hit by two Category V hurricanes in September of 2017, Irma on September 6th and Maria on September 19-20th. Emanuel Benjamin Oliver PreK-8 School was significantly damaged by these hurricanes and remains closed. Rainfall The average annual rainfall on St. Thomas is approximately 40 inches, ranging from 35 inches toward the eastern end of the island to more than 55 inches at the higher elevations. The Ivanna Endora Kean High School area receives around 45 inches of rainfall per year, on average. The rainfall usually occurs in brief, intense showers of less than a few tenths of an inch. February and March are the driest months, and September is the wettest, with nearly half the annual rainfall occurring between August and November. Over the last several years weather patterns have been shifting, and more intense hurricanes with greater rainfalls have been occurring. Figure 7. Rainfall data from East Hill, St. Thomas EMANUEL BENJAMIN OLIVER PREK-8 SCHOOL GRANT MANAGER:XXXXX FEMA APPLICANT ID:#XXXXX 5 Figure 8. Rainfall data Anna's Retreat, VQIVIST0001 Temperature Annual temperatures average 79 degrees Fahrenheit (F), with the winter low averaging 76 degrees F. and the summer high reaching an average of 84 degrees F. Occasionally, maximum daily temperatures will exceed 90 degrees F. and minimum temperatures will drop below 70 degrees F. (NWS). Impact of weather on Emanuel Benjamin Oliver PreK-8 School, the existing weather patterns have been considered in the design of the renovations and improvements, and the design and construction will make the school to withstand the weather events which may occur. This resiliency will minimize the disruption that significant weather events will have on the lives of Virgin Islands residents. Landform Geology, Soils and Historic Land Use Emanuel Benjamin Oliver PreK-8 School is a developed site and as such the site has been graded and altered. The 1954 aerial service map shown below shows no development in the. The school was built in 1975 and was designed to house 700 students. EMANUEL BENJAMIN OLIVER PREK-8 SCHOOL GRANT MANAGER:XXXXX FEMA APPLICANT ID:#XXXXX 6 Figure 9. 1954 USGS Aerial Service Photograph EMANUEL BENJAMIN OLIVER PREK-8 SCHOOL GRANT MANAGER:XXXXX FEMA APPLICANT ID:#XXXXX 7 Figure 10. 1974 USGS aerial service the school has not been built EMANUEL BENJAMIN OLIVER PREK-8 SCHOOL GRANT MANAGER:XXXXX FEMA APPLICANT ID:#XXXXX 8 Figure 11. Emanuel Benjamin Oliver PreK-8 School Novemer 29, 1988 EMANUEL BENJAMIN OLIVER PREK-8 SCHOOL GRANT MANAGER:XXXXX FEMA APPLICANT ID:#XXXXX 9 Figure 12. November 25, 2017 Google Earth Aerial photograph. The U.S. Department of Agriculture (USDA) Custom Soil Survey identifies two soil types within the Emanuel Benjamin Oliver PreK-8 School property, Fredriksdal-Susannaberg complex, 20 to 40 percent slopes, extremely stony and Fredriksdal-Susannaberg complex, 40 to 60 percent slopes, extremely stony. These soils are not prime farmland, and they have a weathered parent material. The depth to a restrictive layer is 10 t0 20 inches, where either lithic bedrock or paralithic bedrock is encountered. The depth to water is more than 80 inches in this well drained soil. EMANUEL BENJAMIN OLIVER PREK-8 SCHOOL GRANT MANAGER:XXXXX FEMA APPLICANT ID:#XXXXX 10 Figure 13. USDA Soil Survey Map Drainage, Erosion Control, and Maintenance The Emanuel Benjamin Oliver PreK-8 School encompasses approximately xx acres. The highest elevation is found at the entrance, and the center of the school property is level at 220ft of elevation, with some existing class rooms on the edge of the knoll down to 190ft of elevation. There are no well-defined drainage ways within the property, and the property has been extensively graded. EMANUEL BENJAMIN OLIVER PREK-8 SCHOOL GRANT MANAGER:XXXXX FEMA APPLICANT ID:#XXXXX 11 Figure 14. Topographic Map of the Emanuel Benjamin Oliver PreK-8 School Drainage Patterns Runoff flows down slopes and is channeled along drives and walkways. The hydrology and hydraulics design has two primary objectives: to effectively convey water off of paved surfaces and away from buildings such that their use is not impacted during heavy rains and to attempt to minimize site runoff to no more than the volume generated by the existing site conditions. To support this, we will prepare a drainage layout identifying major features of buried and surface drainage, such as pipes, inlets, utility holes, swales, and culverts. The drainage layout will be used to create a site hydraulic model which will allow us to verify rough sizing for drainage features, as well as estimate the increased volume of runoff for the design storm due to increased impervious surfaces. The TR-55 method will be used for estimating the design storm runoff volumes and flow rates, per the requirements in the TPDES and SWPPP. Strictly enforced measures to control sedimentation and erosion will be implemented during all phases of construction to ensure that rainfall will not affect the nearby drainageways or result in erosion of soil. Due to the size of the project Suffolk-CBNA JV will be applying for coverage under the General Construction Permit. EMANUEL BENJAMIN OLIVER PREK-8 SCHOOL GRANT MANAGER:XXXXX FEMA APPLICANT ID:#XXXXX 12 Coastal Floodplain According to the effective (2007) FEMA FIRM Map and the USVI Flood Hazard Advisory Map Emanuel Benjamin Oliver PreK-8 School lies in Flood Zone X where 100-yr coastal flooding is not expected during the 100-year return period flood event. Figure 15. FEMA FIRM 28 of 94 April 16, 2007 EMANUEL BENJAMIN OLIVER PREK-8 SCHOOL GRANT MANAGER:XXXXX FEMA APPLICANT ID:#XXXXX 13 Figure 16. USVI Flood Hazard Advisory Map Fresh Water Resources The proposed reconstruction/addition to the Emanuel Benjamin Oliver PreK-8 School will have no impact on freshwater resources. No freshwater ponds or streams occur within the project footprint and groundwater resources within the area are deeper than 80 inches according to the USGS Soil Survey. There are two ponds located down slope to the east of the school. The USGS St. Thomas Well Survey shows a number of wells in the vicinity of the Yvonne E. Milliner Bowsky Elementary School which are listed as belonging to Mahogany Run (#31, #32), these wells are no longer in use. EMANUEL BENJAMIN OLIVER PREK-8 SCHOOL GRANT MANAGER:XXXXX FEMA APPLICANT ID:#XXXXX 14 Figure 17. Wells in the vicinity of the Emanuel Benjamin Oliver PreK-8 School There are not wells on the Emanuel Benjamin Oliver PreK-8 School. EMANUEL BENJAMIN OLIVER PREK-8 SCHOOL GRANT MANAGER:XXXXX FEMA APPLICANT ID:#XXXXX 15 Oceanography The project location is inland and will not be affected by sea storm events. The project will implement strict stormwater control measures during construction and will apply for coverage under the General Stormwater Permit for construction and the required monitoring of the controls and therefore should not create sediment laden runoff which could affect water quality in the watershed of ponds down slope. Marine Resources The property is located inland and will have no direct impact on the marine environment if strict sedimentation and erosion control are implemented and monitored. Terrestrial Resources The proposed project will occur within the existing previously developed areas of Emanuel Benjamin Oliver PreK-8 School. No natural terrestrial resources or any native flora or fauna should be impacted during the renovation and modernization to Emanuel Benjamin Oliver PreK-8 School. The school has some larger trees around the property, some of which could be considered specimen trees. These have been planted as part of the landscaping or by the facility of the school. Where possible all larger trees will be preserved. The school has become heavy overgrown since it is not in use. EMANUEL BENJAMIN OLIVER PREK-8 SCHOOL GRANT MANAGER:XXXXX FEMA APPLICANT ID:#XXXXX 16 There are several yellow flame trees (Peltophorum pterocarpum) on the property. Secondary growth vegetation has taken over much of the school. There are large trees scattered about the site by buildings, in the parking lot, near the playing court, many of which are probably remnants from the original forest. These include mahoganies (Swietenia mahagoni, Swietenia macrophylla), tamarinds (Tamarindus indica), hog plums (Spondias mombin), genips (Melicoccus bijugatus), and EMANUEL BENJAMIN OLIVER PREK-8 SCHOOL GRANT MANAGER:XXXXX FEMA APPLICANT ID:#XXXXX 17 African tulip trees (Spathodea campanulata). Wetlands The U.S. Army Corps of Engineers defines wetlands as "those areas that are periodically inundated or saturated by surface or groundwater at a frequency and duration sufficient to support and under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, bogs, marshes and similar areas." (U.S. Army Corps of Engineers, 1986). The Emanuel Benjamin Oliver PreK-8 School renovations will have no impact on wetlands. Figure 18. FWS National Wetland Inventory Rare and Endangered Species Endangered or threatened species or endangered species could occur near the Emanuel Benjamin Oliver PreK-8 School. According to the U.S. Fish and Wildlife Service (USFWS) Information for Planning and Consultation (IPaC) project tool, endangered species, are expected to be found within the area of the proposed project site. The Virgin Islands Tree Boa, Chilabothrus granti, is listed as potentially occurring on the site. A terrestrial EMANUEL BENJAMIN OLIVER PREK-8 SCHOOL GRANT MANAGER:XXXXX FEMA APPLICANT ID:#XXXXX 18 survey was done throughout the property, and no ESA species were noted within the developed portion of the school, but the surrounding forest could provide habitat for the Virgin Islands Tree Boa, and it is possible that a tree boa could be found on the site in the trees which are scattered about the site. Reptiles were abundant and tree anoles (Anolis cristatellus), grass anoles (Anolis pulchellus), barred anoles (Anolis stratulus), dwarf geckos (Thecadactylus sp), and common ground lizards (Sphaerodactylus macrolepis) were seen around the buildings and in the forested areas surrounding the site. The Virgin Islands tree boa could be present but was not seen during the survey. There is sufficient interdigitation in the surrounding forested areas and there is an adequate prey base. Prior to any construction activity, including removal of vegetation and earth movement, the boundaries of the project area must be delineated so that areas not slated for construction are not impacted. A training session should be held with the Division of Fish and Wildlife prior to the start of work and then again at the start of construction so workers can be informed about the boas and what to do if they are encountered. Figure 19. Virgin Islands Tree Boa, Chilabothrus granti (FWS website) EMANUEL BENJAMIN OLIVER PREK-8 SCHOOL GRANT MANAGER:XXXXX FEMA APPLICANT ID:#XXXXX 19 There is adequate refugia around and on the property. There is good interdigitation within the school property for the tree boa. Air Quality There will be minor increases in emissions during the project due to the use of heavy construction equipment that EMANUEL BENJAMIN OLIVER PREK-8 SCHOOL GRANT MANAGER:XXXXX FEMA APPLICANT ID:#XXXXX 20 will create combustion engine exhaust. Upon project completion, air quality will return to pre-construction conditions. IMPACT ON MAN’S ENVIRONMENT Land and Water Use Plans The project site is zoned R-2 Residential Low Density. Secondary schools are a permit use by right in the R-2 zoning. The proposed reconstruction/modernization/expansion of the Emanuel Benjamin Oliver PreK-8 School will not alter the existing use and is in accordance with the laws and regulations of the U.S. Virgin Islands. Visual Impacts The proposed reconstruction/modernization project will improve the visual appearance of the school and will be a positive impact on the viewshed. Social and Economic Impacts Providing the best possible schools for Virgin Islands children is a positive social impact. Schools that are modern and provide children with safe environments and adequate space where they can thrive will help advance the Virgin Islands socially and economically. Historical and Archaeological Resources The proposed reconstruction/modernization/expansion of the Emanuel Benjamin Oliver PreK-8 School project will only result in alterations to previously disturbed areas within the project footprint. No undisturbed area will be affected. A clearance letter will be requested from the State Historic Preservation Office. Waste Disposal and Accidental Spills The Virgin Islands Waste Management Authority has specific guidelines and criteria for accepting construction debris. Any excess excavated material spoils and construction debris will be collected, taken off-site, and disposed of in accordance with all governing laws and regulations. The high school is connected to the public sewage treatment system. COASTAL CONSISTENCY The reconstruction and modernization of Emanuel Benjamin Oliver PreK-8 School will have a negligible potential of impacting environmental resources, or ambient water quality during construction. A General Stormwater Permit for construction will be obtained by Suffolk-CBNA JV) and sedimentation and erosion control measures will be implemented during all construction to ensure that no environmental impacts occur. The proposed project will occur only within previously altered areas and if required, archeological monitoring will be conducted to minimize impact on historical or cultural resources Project activities stop if historic remains or resources are encountered, and SHPO will be contacted to determine the best course of action. The Coastal Zone Management Act of 1972 requires that federal actions, within and outside the coastal EMANUEL BENJAMIN OLIVER PREK-8 SCHOOL GRANT MANAGER:XXXXX FEMA APPLICANT ID:#XXXXX 21 zone, which have reasonably foreseeable effects on any coastal use (land or water), or natural resource of the coastal zone be consistent with the enforceable policies of a state's federally approved coastal management program. Emanuel Benjamin Oliver PreK-8 School renovations, modernization and addition, as proposed, will be undertaken in a manner consistent to the maximum extent practicable with the enforceable policies of the U.S. Virgin Islands’ CZM Program. The future federal consistency determination will demonstrate that the Emanuel Benjamin Oliver PreK-8 School renovations, modernization and addition project’s compliance with the U.S. Virgin Islands’ CZM Program. The following policies are set forth in the U.S. Virgin Islands Code Title 12, Conservation Chapter 21, Virgin Islands Coastal Zone Management [V.I. Code tit. 12, § 903(b)]. The proposed Emanuel Benjamin Oliver PreK-8 School project meets each of the basic goals of the USVI for its coastal zone. Additional details are as follows: USVI Code Title Twelve Conservation, Chapter 21 § 903 (b) (1) Protect, maintain, preserve and, where feasible, enhance and restore, the overall quality of the environment in the coastal zone, the natural and man-made resources therein, and the scenic and historic resources of the coastal zone for the benefit of residents of and visitors of the United States Virgin Islands. - The proposed Emanuel Benjamin Oliver PreK-8 School project is entirely within previously disturbed and developed areas within the project footprint. The project will not impact any natural resources and will improve the visual landscape. (2) Promote economic development and growth in the coastal zone and consider the need for development of greater than territorial concern by managing: (1) the impacts of human activity and (2) the use and development of renewable and nonrenewable resources so as to maintain and enhance the long-term productivity of the coastal environment. - Emanuel Benjamin Oliver PreK-8 School is located mid inland and is the redevelopment of an existing school, the redevelopment of a brownfield site rather than a greenfield side protects the Virgin Islands’ non renewable resources. (3) Assure priority for coastal-dependent development over other development in the coastal zone by reserving areas suitable for commercial uses including hotels and related facilities, industrial uses including port and marine facilities, and recreation uses. - Emanuel Benjamin Oliver PreK-8 School is outside the coastal area, and is redevelopment does not affect potential commercial uses in the coastal zone and is therefore consistent with this policy. (4) Assure the orderly, balanced utilization and conservation of the resources of the coastal zone, taking into account the social and economic needs of the residents of the United States Virgin Islands. - The school reconstruction will only occur in areas that have been previously altered. Safe modern schools are essential for a community to thrive, and the renovation and modernization of the school will help meet that goal. 5) Preserve, protect and maintain the trust lands and other submerged and filled lands of the United States Virgin Islands so as to promote the general welfare of the people of the United States Virgin Islands. - The proposed school reconstruction and expansion will not impact trust lands or other submerged or filled lands of the U.S. Virgin Islands. (6) Preserve what has been a tradition and protect what has become a right of the public by EMANUEL BENJAMIN OLIVER PREK-8 SCHOOL GRANT MANAGER:XXXXX FEMA APPLICANT ID:#XXXXX 22 insuring that the public, individually and collectively, has and shall continue to have the right to use and enjoy the shorelines and to maximize public access to and along the shoreline consistent with constitutionally protected rights of private property owners. - The school reconstruction and expansion project will in no way affect public access to, or use of, the shoreline. The property has no waterfront and is located mid island. (7) Promote and provide affordable and diverse public recreational opportunities in the coastal zone for all residents of the United States Virgin Islands through acquisition, development and restoration of areas consistent with sound resource conservation principles. - The proposed school reconstruction and expansion will not affect public recreational opportunities in the coastal zone. (8) Conserve ecologically significant resource areas for their contribution to marine productivity and value as wildlife habitats, and preserve the function and integrity of reefs, marine meadows, salt ponds, mangroves and other significant natural areas. - The proposed school reconstruction and expansion is designed so that it impacts only previously disturbed areas. The project will have no impact on natural resources and will utilize best management practices (BMPs) to minimize areas of disturbance, thereby protecting adjacent properties. (9) Maintain or increase coastal water quality through control of erosion, sedimentation, runoff, siltation, and sewage discharge. - The school is tied into the public WWTP. The project will implement sedimentation and erosion control BMPs to prevent loss of sediment from the project site. - The proposed Emanuel Benjamin Oliver PreK-8 School reconstruction, modernization and addition project, as designed, will maintain coastal water quality through control of erosion, sedimentation, runoff, and siltation and therefore is consistent with the policy set forth in the USVI Code Title 12, Conservation Chapter 21, Virgin Islands Coastal Zone Management [V.I. Code tit. 12, § 903 (b)]. - The proposed Emanuel Benjamin Oliver PreK-8 School reconstruction. modernization and expansion project, as designed, protects, maintains, preserves, and enhances the overall quality of the environment in the coastal zone, the natural and man-made resources therein, and the scenic and historic resources of the coastal zone for the benefit of residents of and visitors of the USVI. It is therefore consistent with the policy V.I. Code tit. 12, § 903 (b).