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Home My WebLink AboutReport Resources 250 4th Avenue South, Suite 200 Edmonds, WA 98020 ph. 425.778.8500 | f. 425.778.5536 www.cgengineering.com TABLE OF CONTENTS SECTION TITLE / DESCRIPTION PAGE NO. ROOF ASSESSMENT NARRATIVE 1-4 EXISTING FLOOR PLANS 5 ESTIMATE OF PROBABLE COSTS 6 SITE PHOTOS OF EXISTING CONDITIONS 7-10 Mountain View Pool Structural Assessment Report October 30, 2023 CG Project No. 23286.10 Page 1 of 10 250 4th Avenue South, Suite 200 Edmonds, WA 98020 ph. 425.778.8500 | f. 425.778.5536 www.cgengineering.com PURPOSE AND SCOPE CG Engineering was retained by the City of Port Townsend to perform a visual assessment of the Mountain View Pool building’s structure. The purpose of the assessment is to assist the City with determining the scope and cost of rehabilitating the pool building. It is our understanding that the City will also retain an architect and MEP consultant to provide additional recommendations for rehabilitation. Our findings are summarized in this report. Our observations and recommendations are limited to areas of the structure that were visible and accessible. Destructive investigations and tests were not carried out as a part of this assessment. Our observations were limited to the structure itself and did not include any observations of architectural components or MEP systems. Site Aerial NORTH MOUNTAIN VIEW POOL BUILDING Mountain View Pool Structural Assessment Report October 30, 2023 CG Project No. 23286.10 Page 2 of 10 250 4th Avenue South, Suite 200 Edmonds, WA 98020 ph. 425.778.8500 | f. 425.778.5536 www.cgengineering.com BUILDING DESCRIPTION The Mountain View Pool was constructed in 1962. The pool was originally open air, and the pool building roof and walls were built in the early 1970s. The pool building is connected to a gymnasium and childcare center that was also built in the 1970s. The building was re-roofed in the 1990s, and a new vinyl coating had been installed on the roof surface in September 2023. The pool building’s roof structure consists of tongue-and-groove car decking over glulam purlins that run in the north-south direction. The purlins are supported by a glulam ridge beam that runs in the east-west direction. The ridge beam is supported by the exterior concrete walls and two steel pipe columns in the building interior. All exterior walls are full-height concrete. The interior walls of the locker rooms and bathrooms are CMU. Wood-framed attic spaces are located over the locker rooms and lobby area. Little is known about the existing roofing, except that it is TPO over rigid insulation according to City staff. The original construction drawings for the pool and pool building were not available for our review at the time of this report. The pool deck is primarily slab on grade. Portions of the north and west sides of the pool deck span over an existing concrete mechanical access tunnel. A mechanical equipment room is located below the men’s locker room. The ceiling of the mechanical room (and men’s locker room floor) is framed with reinforced concrete slab, beams, and columns. The mechanical room floor is slab-on-grade. A second 3’ wide by 4’ tall mechanical access tunnel runs from the mechanical room to the adjacent building. The existing foundation system is unknown, but it is assumed to be conventional spread footings. STRUCTURAL OBSERVATIONS During our site visit on 10/10/23, we observed water staining on the existing roof framing showing signs of potential water damage. We probed the stained areas with a steel awl to determine if there was rot damage. We also visually assessed the condition of the concrete walls and slabs/ceilings in the pool area, mechanical rooms, locker rooms, and mechanical access tunnels. · Roof T&G Decking The roof decking appeared in good condition. Many areas of the soffit were observed with substantial water staining. However, probing of the wood revealed these stains were superficial. · Glulam Purlins and Ridge Beams The glulam roof beams appeared in good condition. While significant water staining was observed in some beams, these were all determined to be superficial. · Glulam Steel Hangers and Fasteners The steel hangers and post caps at the glulam beams appeared in good condition. Minor surface rust was observed at the east ridge beam connection to the exterior wall. · Steel Pipe Columns The existing steel pipe columns appeared in good condition. A small superficial rust spot was observed as the base of the central steel column. Mountain View Pool Structural Assessment Report October 30, 2023 CG Project No. 23286.10 Page 3 of 10 250 4th Avenue South, Suite 200 Edmonds, WA 98020 ph. 425.778.8500 | f. 425.778.5536 www.cgengineering.com · Concrete Walls The existing concrete walls appeared in good condition. Minor temperature cracking was observed over the exit door on the southeast corner of the building. This crack is visible from the interior and exterior of the building. A horizontal crack was observed in an exterior concrete wall at the northwest corner of the building. In some locations, cracks were observed in the glass block windows along the eastern exterior wall. · Pool Room Equipment Pad The existing equipment pad in the pool room is a concrete-over-steel-deck slab sitting on a concrete house-keeping pad. The steel deck had rusted and corroded away entirely in some locations. The concrete slab also had minor localized spalling. The concrete house-keeping pad appeared in good condition. · Men’s Locker Room Floor Slab/Mechanical Room Ceiling Slab There is a large crack in the mechanical room ceiling just inside the mech room entrance door. This crack is directly below the men’s locker room, but no crack was found in the locker room floor slab. The crack appeared to be a shrinkage crack and likely does not affect the structural integrity of the floor slab. · Locker Room CMU Walls A hairline crack was observed in the men’s locker room CMU walls. This crack is likely due to temperature and shrinkage of the masonry and does not affect the structural integrity of the wall. · Mechanical Access Tunnels The metal decking in the mechanical tunnels was severely rusted and corroded. In the observed locations, the decking had fallen away from the concrete slab above and was hanging loosely. The decking appears to be non-structural and was likely formwork used during the original construction. Moisture was observed on the mechanical room tunnel floor suggesting water leakage from above. Cracking was observed in the sidewalk slab directly above the tunnel. The sidewalk slab is likely a non-structural topping slab, and the cracking is due to the temperature differential between the tunnel and sidewalk slab. All observations were made from the tunnel entrance as conditions were deemed unsafe for access due to limited airflow in a confined space. RECOMMENDATIONS Generally, we found minimal damage to the existing structure. Water staining and rust on the roof framing and steel connectors appeared superficial. The recently added vinyl roof coating appears to have been successful in temporarily preventing further water intrusion to the structural framing. Minor cracks in the concrete/CMU walls and concrete slabs appeared to be temperature and shrinkage related and should not affect the integrity of the structure. As part of the overall rehabilitation of the building, we recommend the following. Mountain View Pool Structural Assessment Report October 30, 2023 CG Project No. 23286.10 Page 4 of 10 250 4th Avenue South, Suite 200 Edmonds, WA 98020 ph. 425.778.8500 | f. 425.778.5536 www.cgengineering.com · Non-structural repairs/refinishing Water-stained areas of the roof framing shall be cleaned and treated with an antimicrobial product prior to repainting. We recommend that the rusted portions of the steel hangers and steel columns be sand blasted (or other means) down to bare metal prior to repainting. · Mechanical Access Tunnels All corroded/damaged metal decking in the tunnels shall be removed. Water leaking into the tunnel, particularly the tunnel under the exterior courtyard, will continue unless the tunnel is waterproofed. If waterproofing is deemed necessary by the City, we recommend that a waterproofing consultant be retained to provide recommendations. Waterproofing will likely involve saw cutting the existing sidewalk and installing a membrane over the tunnel’s roof. · Mechanical Room Housekeeping Pad The mechanical housekeeping pad shall be demolished and replaced with a new pad. The size and location of the new pad depends on what new equipment will be needed in the room and should be coordinated with the mechanical engineer. · Reroof We recommend retaining a building envelope consultant to determine the remaining service life of the existing roof. When the roof is replaced, the top of the roof decking shall be inspected for water and rot damage. If areas of rot are discovered, particularly over the glulam beams, then the decking shall be removed to determine if the beams have sustained any damage. · Seismic Evaluation and ADA Improvements Rehabilitation of the ADA and MEP systems may trigger a seismic evaluation and retrofit of the structure. The seismic evaluation requirements depend on the extent of the overall project work area and will need to be determined after the scope of the ADA and MEP improvements have been determined. Seismic retrofits could add substantial cost to the overall project. Additionally, any ADA improvements may necessitate additional structural work and cost. DISCLAIMER This observation is the professional opinion of CG Engineering PLLC based on the information available during this assessment or evaluation. This report does not warrant or guarantee that all conditions were discovered at the time of the observation. This report was prepared subject to the standard of care applicable to professional services at the time the services were provided. Mountain View Pool Structural Assessment Report October 30, 2023 CG Project No. 23286.10 Page 5 of 10 250 4th Avenue South, Suite 200 Edmonds, WA 98020 ph. 425.778.8500 | f. 425.778.5536 www.cgengineering.com EXISTING FLOOR PLANS MAIN FLOOR PLAN LOWER FLOOR PLAN Mountain View Pool Structural Assessment Report October 30, 2023 CG Project No. 23286.10 Page 6 of 10 250 4th Avenue South, Suite 200 Edmonds, WA 98020 ph. 425.778.8500 | f. 425.778.5536 www.cgengineering.com ESTIMATE OF PROBABLE COSTS OWNE R SPECIFICATION NO. A-E FIRM NAME SHEET City of Port Townsend CG Engineering 1 of 1 ESTIMATE D BY CHECKED BY DATE P ROJ ECT TITLE Dirk Rogstad Mike Maechler Mountain View Pool ST ATUS OF DESIGN P ROJ ECT NUMBE R Preliminary Structural Cost Estimate DESCRIPTION QUANTITY MATERIAL COST LABOR COST ENGINEERING ESTIMATE NUMBER UNIT UNIT COST TOTAL UNIT COST TOTAL UNIT COST TOTAL General Requirements Mobilization 1.0 ls 2000.00 2,000.00 2000.00 2,000.00 4,000.00 4,000.00 Demobilization 1.0 ls 1000.00 1,000.00 1000.00 1,000.00 2,000.00 2,000.00 Clean up / Restoration 1.0 ls 2000.00 2,000.00 2000.00 2,000.00 4,000.00 4,000.00 Mechanical Tunnel Water Proofing Removal & replacement of slab 1.0 ls 1000.00 1,000.00 2000.00 2,000.00 3,000.00 5,000.00 Waterproofing membrane 1.0 ls 1000.00 1,000.00 1000.00 1,000.00 2,000.00 4,000.00 Miscellaneous Ceiling stain removal & repainting 1.0 ls 1000.00 1,000.00 5000.00 5,000.00 6,000.00 6,000.00 Steel connection touch up 1.0 ls 1000.00 1,000.00 2000.00 2,000.00 3,000.00 3,000.00 Mechanical Housekeeping Pad Replacment 1.0 ls 5,000.00 5,000.00 New Roof System (TBD) TPO 300,000.00 Rigid Insulation TBD Deck inspection + refurbishing TBD Seismic Retrofit (TBD)TBD Sub Total $333,000.00 25.00% $83,250.00 4.00% $13,320.00 20.00% $66,600.00 3.00% $9,990.00 Taxes 9.10% $30,303.00 Total $536,463.00 10/30/2023 23286.10 General Requirements Overhead & Profit Bonding & Insurance Contingency Roofing quote by others provided to the City of Port Townsend Mountain View Pool Structural Assessment Report October 30, 2023 CG Project No. 23286.10 Page 7 of 10 250 4th Avenue South, Suite 200 Edmonds, WA 98020 ph. 425.778.8500 | f. 425.778.5536 www.cgengineering.com SITE PHOTOS OF EXISTING CONDITIONS Overall Building View Looking Southeast Overall Building View Looking Northeast Overall Interior Pool View Looking Southeast Overall Interior Pool View Looking Southwest Overall Interior Pool View Looking East Typical Water Staining on Glulam Beam/Purlin and T&G Decking Mountain View Pool Structural Assessment Report October 30, 2023 CG Project No. 23286.10 Page 8 of 10 250 4th Avenue South, Suite 200 Edmonds, WA 98020 ph. 425.778.8500 | f. 425.778.5536 www.cgengineering.com Water Staining at Western Ridge Beam End T&G Decking Water Staining at Eastern Wall Superficial Rusting on Ridge Beam Hanger at West Wall Rust at Base of 8” Ø Pipe Column Roof Framing in Attic Space Above Lobby Roof Framing in Attic Space Above Lobby Mountain View Pool Structural Assessment Report October 30, 2023 CG Project No. 23286.10 Page 9 of 10 250 4th Avenue South, Suite 200 Edmonds, WA 98020 ph. 425.778.8500 | f. 425.778.5536 www.cgengineering.com Minor Stair-step Mortar Crack in Men’s Locker Room CMU Wall Minor Crack in Men’s Locker Room Floor Slab Temperature Cracking over Northeast Exit Door (Interior) Temperature Cracking over Northeast Exit Door (Exterior) Cracking at Northwest Corner of Pool Building Cracked Glass Block Window at Eastern Wall Mountain View Pool Structural Assessment Report October 30, 2023 CG Project No. 23286.10 Page 10 of 10 250 4th Avenue South, Suite 200 Edmonds, WA 98020 ph. 425.778.8500 | f. 425.778.5536 www.cgengineering.com Northwest Ventilation Tunnel Looking Northeast Exposed Rebar in Northwest Ventilation Tunnel Mechanical Room Ventilation Tunnel Looking Northeast Cracking in Slab Above Mechanical Room Ventilation Tunnel Pool Room Equipment Pad with Corroded Metal Deck and Spalling Slab Cracking in Mechanical Room Ceiling Below Men’s Locker Room ALLENTOWN ATLANTA CALGARY HOUSTON DUBAI DUBLIN LOS ANGELES SALT LAKE CITY SAN FRANCISCO TORONTO Sprung Structures Proposal for a 120’x263’ Community Pool Prepared for: City of Port Townsend March 11, 2024 Attention: Carrie Hite City of Port Townsend 250 Madison Street Port Townsend, Washington 98368 360-379-2979 chite@cityofpt.us Presented by: Maclean Sprung Business Development Manager Sprung Structures Inc. email: maclean.sprung@sprung.com direct: 403 601 2292 toll free: 1 800 528 9899 cell: 403 992 1549 www.sprung.com ALLENTOWN ATLANTA CALGARY HOUSTON DUBAI DUBLIN LOS ANGELES SALT LAKE CITY SAN FRANCISCO TORONTO March 11, 2024 Dear Ms. Hite, We are pleased to submit the following quotation for a Sprung structure to be located at your site in Port Townsend, Washington. As the inventor of stressed membrane structures, patented worldwide, our 137+ years of experience along with our commitment to you and your organization, offers an innovative alternative, dramatically accelerating construction timelines with complete flexibility for the future. Through constant innovation and solutions created to address our Client’s needs, Sprung Structures helps organizations around the world with faster, more flexible, cost-effective building solutions. STRUCTURE DESCRIPTION BUDGETARY PENDING FINAL DESIGN AND ENGINEERING Quantity Item - Signature Series 120 feet wide by 263 feet long, measured by maximum width by maximum length (8"x12") 12.5'/OC 1 City of Port Townsend Graphic Logo at Entrance 1 Corrosion Resistant Hardware Package 1 Glazing Wall on Flat End (Doors by Others) 2 Engineered Flat Ends 2 Insulated Double Personnel Doors c/w Hood, High Traffic Panic & Closers (6'x7') 4 Insulated Double Personnel Doors c/w High Traffic Panic & Closers (6'x7') in Flat End 6 Bays of Cable Bracing 15 Frameless Penetration Kits for Insulated Structures (Large) 5" to 9" 80 Sprung Indirect Light Fixtures - 2 - 80" LED Light Fixtures (RT80L) - 208V/21400 Lumens, 240V/25814 Lumens or 277V/27488 Lumens - 30A/60Hz - c/w Brackets, Electrical Box with Cap and Plug and Play Cable 240 75 lb. Hanging Brackets - Interior Suspension Eye-Nuts, Powder Coated or Mill Finish - 9" (R-25) Encapsulated Blanket of Fiberglass Insulation c/w White Interior Liner - Conduit Holes Set as per Diagram Provided by Sprung - Engineered Stamped Drawings - Perimeter Flat Bar - Colored Tedlar or Kynar Opaque Membrane ALLENTOWN ATLANTA CALGARY HOUSTON DUBAI DUBLIN LOS ANGELES SALT LAKE CITY SAN FRANCISCO TORONTO TOTAL PURCHASE PRICE Purchase Price for Structure and Accessories as above, F.O.B. Salt Lake City, Utah, USA 2010 Incoterms. Sales and/or use taxes extra if applicable. $2,063,988.00 The Technical Consultant’s travel, accommodation, and meals will be charged to you at the fixed cost shown based on the INSTALLATION requirements below. $31,447.00 On your behalf, we can arrange for delivery of this structure by commercial carrier to your site in Port Townsend, Washington at the fixed cost shown. Sprung will maintain responsibility for the shipment and will insure the shipment up until the point of delivery. Customer is responsible to receive and unload freight in a timely manner. $29,110.00 STRUCTURE, ACCESSORIES, TECHNICAL CONSULTANT AND DELIVERY AS ABOVE: $2,124,545.00 TERMS, O.A.C: 50% with order; balance upon delivery of the structure. GUARANTEE To demonstrate our confidence in the quality and longevity of your Sprung Structure, we are pleased to issue the following guarantees. Note: Our guarantee is not valid if a Sprung Technical Consultant is not present throughout the erection and dismantling of the structure during the guarantee period, or if any payments associated with the structure are not made on time. ARCHITECTURAL MEMBRANE WITH TEDLAR PVF FILM or KYNAR COATING All membranes used are water and mildew resistant, insect proof and flame retardant. These membranes withstand extreme climatic variations and contain ultra-violet inhibitors to reduce degradation by the sun's rays. Flame retardant status has been warranted by the membrane suppliers. Sprung Instant Structures guarantees to supply new replacement membrane, on a pro-rata basis at the then current price, for all colors of Tedlar or Kynar coated membranes which deteriorate from any of the aforementioned factors within Tedlar/Kynar TWENTY-FIVE (25) YEARS from the date of delivery of the structure. EXTRUDED ALUMINUM SUBSTRUCTURE AND COMPONENTS Aluminum used is professionally engineered and is of the highest quality and structural capability. Sprung Instant Structures guarantees to replace, on a pro-rata basis at the then current price, any aluminum which deteriorates from normal usage within FIFTY (50) YEARS from the date of delivery of the structure. ALLENTOWN ATLANTA CALGARY HOUSTON DUBAI DUBLIN LOS ANGELES SALT LAKE CITY SAN FRANCISCO TORONTO NOTE: This quotation is valid for 30 days. PERMITS: It will be your responsibility to obtain all permits, licenses and pay all applicable taxes. This structure is designed to meet the 2018 International Building Code. AVAILABILITY: Depending upon accessories, Sprung structures can normally be delivered from inventory. ENGINEERING: Sprung engineers our structures from the base plate up. We will supply your design professionals with a column base layout and design calculations in order for them to design an appropriate foundation. When the engineering package is completed, a username and password will be provided to access the Sprung digital repository which will include: • Sealed Drawing and Design Calculations • Utility Load Letter • Snow Shed Report • Anchoring Specifications • Membrane Specifications If onsite engineering observations and inspections are required, please advise our sales office to request a quotation. These services will be quoted at our cost. Onsite observations are not included as a part of Engineered Stamped Drawings. ANCHORAGE: Concrete Foundation - The anchoring specifications will contain the critical dimensions and details in order for your design professional to engineer the concrete foundation (see above). Base reactions along with anchor bolt recommendations will be provided as required. INSTALLATION: Our quotation is for SUPPLY only. A contractor is required for managing the project for the supply of all workers and equipment, site preparations, organize subcontractors, erection and the interior fit out. Sprung will provide a username and password to access our Contractors Guide – an online resource that assists Contractors as they prepare pricing for the erection of the structure. TECHNICAL CONSULTANT: Sprung will supply a Technical Consultant on site to provide advice on the best methods of structure assembly and erection to a construction supervisor (or equivalent).The Technical Consultant is not authorized to perform any other services or directly supervise workers. Customer is responsible for supervision of and safety compliance in structure location, orientation, assembly, and erection. The Technical Consultant is not a project manager. Customer is solely responsible for project management if this is a requirement. WORKHOURS REQUIRED: Estimated 14 workers and one construction supervisor for approximately 71, 8 hour working days. • 50% of workers to be manlift qualified. • Total work hours to complete is estimated at 7,952. • Lack of work hours will result in additional Technical Consultant costs. ALLENTOWN ATLANTA CALGARY HOUSTON DUBAI DUBLIN LOS ANGELES SALT LAKE CITY SAN FRANCISCO TORONTO EQUIPMENT REQUIRED: • Manlifts and scissor lifts. • Crane with operator and rigger to assist in raising the free span aluminum beams during the erection sequence. It will be needed for approximately 34 hours. • Appropriate fall protection (body harness and lifeline). • Electrical power to site. • Specialized hand tools are supplied for your use at no charge. You are responsible for the tools while they are at your site and until picked up by Sprung following completion of the structure installation. Lost, stolen or damaged tools will be billed at their full replacement cost. Approximate value: $50,000. MECHANICAL: HVAC can be easily incorporated into the structure. We will work with your mechanical contractor to ensure that all systems integrate easily. PENETRATING THE STRUCTURE: Sprung can provide frameless and framed penetrations to accommodate gas lines, electrical conduit, plumbing, HVAC ducting, etc. • Framed penetrations are manufactured from extruded aluminum and held in place with structural spreaders. They are placed in the wall cavity of the structure, so it is recommended that they be installed BEFORE the interior liner is installed. • Penetrations are not designed to support mechanical or electrical systems. Any items that penetrate the structure must be self-supporting. • In order to ensure the timely completion of the project, it is essential that the dimensions and locations of the penetrations be verified by your General Contractor and provided to Sprung prior to manufacturing the structure. • A framed opening order form will be provided by Sprung to the owner or contractor. This form requires width, height, elevation, and quantity of penetrations. Please ensure your subcontractors and other representatives complete the order form in a timely manner. • In snow areas, snow deflectors should be installed at frame penetration locations. ELECTRICAL: It is the responsibility of your contractor to connect all electrical for any options requiring power. Electrical specifications can be provided. Insulated structures afford the opportunity to hide all electrical conduit and wire within the insulated wall assembly. These components would need to be installed prior to the installation of the interior membrane. UTILITY LOADS: The Sprung structure is designed to carry a 2 psf uniformly distributed utility load. Care must be taken in placing hanging brackets on the structure to ensure equal loading. All the utility loads on the structure should be reviewed by an engineer prior to the installation of the brackets. INTERIOR HANGING DETAILS: Sprung offers a large selection of brackets and hangers which can be utilized for the hanging of lighting, HVAC, and any other items that may need to be suspended from the interior of the structure. The structural adequacy of these brackets will be reviewed by your design professional. • The type and size in each case will depend on weight and proposed position. • Please contact your Sprung representative for diagrams and further details. • Brackets can be designed to meet NFPA 13 for sprinklers. ALLENTOWN ATLANTA CALGARY HOUSTON DUBAI DUBLIN LOS ANGELES SALT LAKE CITY SAN FRANCISCO TORONTO SPECIAL CORROSION PROTECTION: Sprung Structures utilize a military grade, corrosion resistant aluminum substructure, which offers unrivalled corrosion protection. • Depending on the shape, size and accessories selected for your structure, there may also be a limited number of miscellaneous steel components required. • For the long-term performance of all steel components, they will be treated with two complementing types of ZINC based protection. → The steel is first hot dipped galvanized, post-production, to ASTM A123. → The second type of protection is a two-stage powder coat with a ZINC hybrid primer and UV stable topcoat. • All structural bolts will be provided with a proprietary zinc flake coating. At Sprung, we have an unwavering commitment to providing building solutions that help people and organizations meet rapid growth and the demands of an ever-changing environment. Sprung delivers extraordinary solutions, performs to utmost standards, and meets building codes globally, which in turn supports you. Please let us know if you have any questions or need further information or clarification. We will reach out in the near future to review your proposal. Thank you for contacting Sprung Structures! Maclean Sprung Business Development Manager SPRUNG STRUCTURES, INC. maclean.sprung@sprung.com Direct: 403 601 2292 Toll free: 1 800 528 9899 Cell: 403.992.1549 Supporting Documents: - Sprung Capabilities Statement - Industry Brochure - Lighting Brochure ALLENTOWN | ATLANTA | CALGARY | DUBAI | DUBLIN | HOUSTON | LOS ANGELES | SALT LAKE CITY | SAN FRANCISCO | TORONTO SPRUNG STRUCTURES www.sprung.com Licensing CertificationsGSA CONTRACT #: 47QSWA19D005G / GS-07F-089JA Standard Industrial Classification (SIC) 344 4225 Sprung Capabilities Statement Rapidly built tensioned membrane structures for all industries. Core CapabilitiesSprung’s precision engineered clear span structures are built with military-grade rust-free aluminum alloy and tensioned membrane.• Built within weeks• Immediate shipping from inventory• 30’ to 200’ wide, by any length• Minimal foundation requirements• Relocatable, reconfigurable, expandable and resilient• Permanent or temporary use• Airtight building envelope• Energy-efficient insulation packages• Meets most building codes and standards around the world• Application-specific structural and design options• Durability for extreme climates and severe weather Differentiators• International expertise: With projects in 100+ countries, we understand the complex nature of business in different countries and have the experience to support clients anywhere.• Aluminum vs. steel: Sprung’s military-grade aluminum alloy offers significant advantages over steel construction, including corrosion resistance (ideal for coastal areas), lighter weight, superior performance, malleability and durability. Our aluminum substructure is backed by a 50-year pro-rata guarantee.• Speed: Inventory with immediate shipping is available for urgent projects. Non insulated structures can be built at a rate of up to 2,000 square feet per day (1,000 square feet per day if insulated).• Build anywhere: Our structures can be erected on existing concrete, asphalt parking lots or earth and have minimal foundation requirements.• All-weather durability: Engineered for extreme climates, with past performance in severe weather including hurricanes, blizzards and sandstorms. The fire resistant exterior architectural membrane endures temperatures from -60°F (-51°C) to 122°F (+50°C).• Permanent or temporary: Structures are engineered for permanence but can be reconfigured, expanded, disassembled or relocated.• Options for any application: Diverse structural and design options, such as fiberglass insulation packages and entryways for everything from personnel to aircrafts, support application-specific demands.• In-house leasing program: Options to lease or purchase. General_Capabilities_Statement_q ALLENTOWN | ATLANTA | CALGARY | DUBAI | DUBLIN | HOUSTON | LOS ANGELES | SALT LAKE CITY | SAN FRANCISCO | TORONTO SPRUNG STRUCTURES www.sprung.com Sprung Capabilities Statement 12,000+ projects | 100+ countries | Est.1887 Market Sectors NON-INDUSTRIAL • Government • Disaster Recovery • Commercial • Hospitality • Sports & Recreation Core Applications • Offices and administrative centers • Aircraft hangars • Disaster response shelters • Pandemic facilities • Homeless navigations centers • Fire stations • Gymnasiums, arenas and fitness centers Past PerformanceSprung has completed over 12,000 projects globally. As a proven rapid-build solution engineered for long-term use, hundreds of the most recognized and established operations and businesses in the world have chosen us to meet their structural facility needs. • Fort Wainwright Alaska – 2020 Stryker tank maintenance• Tesla – Model 3 Production Facility• Rio Tinto – Mongolia Warehousing• USPS – San Francisco, CA sorting facility• Operation Desert Storm – MRAP maintenance facilities, 11 bases erected in 6 weeks from order• U.S. Virgin Islands Department of Education – Emergency schools after Hurricanes Irma and Maria Select Clients• AECOM• Apple• Bechtel• BHP• Blue Origin• Boeing• City of Los Angeles, Homeless Division• Denver International Airport• DynCorp International• Facebook INDUSTRIAL• Military• Aviation• Manufacturing• Transportation• Environmental • Federal Emergency Management Agency • FedEx • Fluor • Ford Motor Company • General Dynamics • Google • Haliburton • Harvard Business School • Hilton Hotels • Honeywell • Dining halls• On-mountain day lodges• Controlled environment agriculture• Large vehicle maintenance• Manufacturing• Bulk storage• Mine production • Construction & Warehousing • Oil & Gas • Mining • Power/Energy • Controlled Environment Agriculture • Corrections • Places of Worship • Education • Indigenous • Homeless Navigation Centers • Modular multipurpose space• Oil and gas• On-site warehousing• Public works salt storage• Research facilities• Shipping/receiving expansion• Safety facilities • Lockheed Martin • Marriott Hotels • Mercedes-Benz • NASA • Northrop Grumman • Oshkosh Corporation • Raytheon Technologies • Rice University • Rio Tinto • Rivian • Roy F Weston Inc. • Saddleback Church • SpaceX • Tesla • The Salvation Army • U.S. Army Corp of Engineers • U.S. Postal Service • U.S. Virgin Islands, Department of Education • UPS Inc. • Vail Resorts • City of Los Angeles – “A Bridge Home” Initiative • Ford Motor Company – Kentucky plant warehouse • SpaceX – Boca Chica, TX assembly plant • Denver Airport – Snow management equipment warehousing • FedEx – Oakland, CA Cargo sort facility • Blue Origin – Kent, WA corporate headquarters • Government of Ontario – COVID-19 pandemic response facilities General_Capabilities_Statement_q ALLENTOWN ATLANTA BAHRAIN CALGARY DUBAI DUBLIN HOUSTON LOS ANGELES SALT LAKE CITY SAN FRANCISCO TORONTO North America toll free: + 1 800 528 9899 US direct dial: + 1 801 280 1555 Canada direct dial: + 1 403 601 2292 info@sprung.com Rust-free aluminum substructure Turn your existing outdoor pool into a year round aquatic center. Immediate delivery from inventoryEncapsulated insulation packages Bright spacious clearspan interiors Community Pool Enclosures Seasonal openingsDaylight panels add natural light Optional highly efficient fiberglass insulation system Build Faster www.sprung.com/pools SPRUNG STRUCTURES www.sprung.com ALLENTOWN ATLANTA BAHRAIN CALGARY DUBAI DUBLIN HOUSTON LOS ANGELES SALT LAKE CITY SAN FRANCISCO TORONTO Sprung Instant Structures, Inc. 5711 West Dannon Way West Jordan, Utah 84081 Toll Free: 1 800 528 9899 Direct Dial: 1 801 280 1555 Fax: 1 801 280 7072 Sprung Structures DWC-LLC PO Box 712185, Dubai, United Arab Emirates Telephone: +971 508312274 Sprung Instant Structures E.C. Office 45 Building 225, Road 28, Block 328 Siqqayyah Manama 999, Bahrain BH 26105 Telephone: +973 39511127 Sprung Instant Structures Ltd. PO Box 62, 80039 Maple Leaf Road Aldersyde, Alberta, Canada T0L 0A0 Toll Free: 1 800 528 9899 Direct Dial: 1 403 601 2292 Fax: 1 403 601 4833 North America toll free: + 1 800 528 9899 US direct dial: + 1 801 280 1555 Canada direct dial: + 1 403 601 2292 info@sprung.com Philip S. Miller Park Town of Castle Rock, Colorado 110’ wide x 105’ long The population of Caste Rock has tripled in the past 10 years and needed a new Aquatic Center. A Sprung structure was built for the new aquatic center, in conjunction with a 64,000 sq. ft. athletic facility. Sprung was the ideal solution for the long term growth needs in a town with strict building and architectural codes. The year round facility features encapsulated insulation, and a bright interior with daylight panels in the peak and large windows on the building face. Sprung was chosen for their ability to meet a tight construction time-line with a high quality structure that met their budget needs. The center features two water-slides, four swimming lanes and a vortex pool. Centennial Aquatic Centre Collingwood, Ontario 90’ wide x 210’ long Collingwood had a outdoor pool measuring 25 meters long by 12 meters wide, with a water capacity of 540,000 liters, that was built in 1967. In 2013, the community wanted to enclose the pool to extend its use year- round. In 6 months the outdoor pool was enclosed and a new accessible warm-water pool was added to create a year round Aquatic Center. Kearns Oquirrh Park Fitness Center - Utah 120’ wide x 195’ long The new 23,400 square foot state of the art swim facility features a Salem Blue Kynar membrane wave pattern on the bottom and tan Dupont Tedlar Membrane complete with a custom skylight, seating for over 1,000, connector to existing facility, state of the art sound system and full color, 22 mm, video capable 8’ x 16’ scoreboard. Kearns was extremely impressed with the options that could be integrated into a Sprung. The structure includes a sprinkler system and has a custom inverted lighting package that utilizes the highly reflective and tensioned inner liner to uniquely diffuse the lighting, eliminating blind spots during polo meets that would occur in traditional buildings from the past. The Structure was erected over a completely full Olympic sized 50 meter pool. This pool has racing lanes and is also being utilized by local schools to host polo championships that in the past had to be out of state to avoid the weather. Community Pool Enclosures SPRUNG STRUCTURES www.sprung.com Build Faster Engineered & Manufactured by Sprung Instant Structures www.sprung.com/pools Direct Lighting sprung.com | 1 800 528 9899 | info@sprung.com The Sprung Lighting system is designed and engineered as an automated and adaptable solution to integrate seamlessly within a Sprung structure. Our team provides a thorough analysis of each customer’s needs to determine their lighting requirements, and we guarantee flexibility if those lighting requirements change over time. Energy Saving | Surge Protection | Heat Reduction WATCH OUR LIGHTING VIDEO SPRUNG LIGHTING INDIRECT LIGHTING DIRECT LIGHTING Advanced LED Commercial Lighting Technology ADVANTAGES SPRUNG LIGHTING The Sprung Lighting package features durable construction, clean lines and long-lasing, energy-efficient lighting. With a seven-year warranty that is unmatched in the industry, our state-of-the-art LED lighting system is installed during preliminary building construction, meaning lights are attached and turned on instantly. SPRUNG LIGHTING OFFERS • 70% Energy savings Compared to traditional sodium vapor lamps. Sprung Lighting LEDs can reduce power bills up to 70%. • 25% Reduced maintenance costs Sprung Lighting LEDs negate the need for any additional electrician maintenance. STANDARD LIGHTING PACKAGE INCLUDES: • Long-lasting LED lights • Hardware, fasteners and attachment brackets • Quick-connect cords • Electrical boxes and brackets • 208v or 240v or 277v 30amp. Single Phase, 60Hz Optional Extras Available ELC - Environment Learning Computer Panel 3 Phase Power, 50z, *20amp (*if required) This illustration shows the spacing of lighting fixtures along Sprung structure beams in a standard installment. Layout may change depending on the level of building customization. Rust-proof Our lights are made of high-strength aluminum, which means they won’t rust in humid environments. Reduced HVAC Costs Low-heat producing lights allow for more efficient climate control. Secure Attachment Instead of hanging, fixtures are installed almost flush against the beam for cleaner lines. Speed of Install Early installations of Quick-connect boxes allow lights to be plugged in and turned on without additional electrician appointments. ADDITIONAL BENEFITS COHESIVE INSTALL Lighting is placed along beams to create crisp, clean lines and even illumination, with no hot spots and no visible conduits. Impact-proof Our polycarbonate covers are shatter-proof, making them ideal for indoor sports and recreation facilities. sprung.com | 1 800 528 9899 | info@sprung.com INTEGRATION The lumens and spacing of Sprung structure beams in relation to a standard lighting installment. A lighting analysis rendering illustrating the light coverage in a standard install. AUTOMATED CONTROLS The touchscreen Environment Learning Computer (ELC) is the energy management unit that controls and monitors all the lights and energy sensors within a Sprung structure. The ELC communicates with each light fixture or sensor throughout the building. Installing E. C., you future-proof your building for optional lighting layout control and additional sensors. ELC features include: • Scheduling • Monitoring • Use-based lighting adjustments • Ambient light controls SEAMLESS SPRUNG INTEGRATION Fixtures are installed using quick connect hardware that attach to Sprung’s continuous interior bolt chase by a non-electrician to be efficient with your electrician’s time. sprung.com | info@sprung.com | 1 800 528 9899 SPRUNG LIGHTING SYSTEM Let’s talk about the design and cost for your custom lighting. Indirect lighting reflects light onto interior membrane and not directly into the swimmers eyes below ABOUT SPRUNG Sprung has designed and patented tensioned membrane technology that outperforms other building alternatives and offers a faster, better build. Sprung Structures provides rapid-response buildings to a wide range of leading businesses and organizations including global armed forces, the natural resources industry, the manufacturing, commercial gaming and education sectors, disaster recovery, healthcare and aviation, as well as to the sports and recreation industry. Our patented tensioned membrane technology outperforms other building alternatives with a faster, better build. You can trust us to design and manufacture your facility with speed and quality that will exceed your expectations. Our clients demand it, our history proves it. In business since 1887, Sprung has completed over 12,000 structures in more than 100 countries. Mountain View Pool RenovationCost Study DRAFTPre-design Cost Plan December 5, 2023 DCW Cost Management2Pre-design Cost Plan December 5, 2023 Mountain View Pool RenovationCost Study Prepared for: Carrie Hite, Director of Parks and Recreation StrategyCity of Port Townsend 250 Madison Street, Suite 2Port Townsend WA 98368Prepared by: Andrew JonssonDCW Cost Management415 1st Avenue North #9671Seattle WA 98109206-259-2991 DCW Cost Management3 Pre-design Cost Plan December 5, 2023 Mountain View Pool Renovation Cost Study Contents Overall Summary4 Scope of Work5 Pool Renovation and Building Extension 6 Sitework 16 DCW Cost Management4Pre-design Cost Plan December 5, 2023 Mountain View Pool RenovationCost Study Overall SummarySF $/SF TOTALPool Renovation and Building Extension 19,066 829.23 15,810,169TOTAL BUILDING CONSTRUCTION 19,066 829.23 15,810,169Sitework366,446 TOTAL RECOMMENDED CONSTRUCTION COST 19,066 848.45 16,176,615Owner Soft costs - permits, A/E 30% 4,852,985TOTAL RECOMMENDED PROJECT BUDGET 21,029,600 DCW Cost Management5 Pre-design Cost Plan December 5, 2023 Mountain View Pool Renovation Cost Study Scope of Work Project Scope Description Project Design Documents Procurement The project consists of renovation of the existing Mountainview Pool located in Port Townsend, WA. The existing pool was constructed in1963 with modifications conducted since then. This cost study herein attempts to address the modernization of the existing facility to meet current code and for the pool to meet competition standards for Jefferson County students. The interior renovation includes new interior finishes, pool expansion and building extension, resurfacing of the pool deck, acoustic wall treatment to the natatorium, new plumbing where systems are broken, mechanical and electrical upgrades to current code. Cost are developed using existing as-built drawings. Cost are based upon local construction costs and regional pool renovation costs. The project is assumed to be delivered by traditional low bid. It is expected that there will be 4 to 5 qualified contractors to maintain competitive pricing. The start date is assumed Q3 2024 for cost development purposes. Market The current construction climate in the area is considered to be robust and therefore a marketing strategy to attract competition is highly recommended. DCW Cost Management6Pre-design Cost Plan December 5, 2023 Mountain View Pool RenovationCost Study Pool Renovation and Building Extension Areas & Control QuantitiesAreasEnclosed AreasExcludes Gym areaNICEntry886 SFStaff and locker rooms 4,225 SFPool Deck w/expansion 3,735 SFPool Surface w/expansion 5,970 SFMech and Storage areas 850 SFBuilding extension 3,400 SFSubtotal of Enclosed Areas 19,066 SF DCW Cost Management7Pre-design Cost Plan December 5, 2023 Mountain View Pool RenovationCost Study Pool Renovation and Building Extension Summary% $/SF TOTALGross Area:19,066 SFA10 Foundations 1% 8.74 166,663A Substructure 1% 8.74 166,663B10 Superstructure 11% 93.20 1,776,902B20 Exterior Enclosure 6% 52.03 992,001B30 Roofing 7% 56.36 1,074,616B Shell 24% 201.59 3,843,519C10 Interior Construction 1% 6.00 114,383C20 Stairways 0% 0.00 0C30 Interior Finishes 1% 11.53 219,919C Interiors 2% 17.53 334,303D10 Conveying Systems 0% 0.00 0D20 Plumbing Systems 2% 14.02 267,273D30 Heating, Ventilation & Air Conditioning 10% 86.36 1,646,616D40 Fire Protection 1% 4.90 93,423D50 Electrical Lighting, Power & Communications 6% 47.48 905,316D Services 18% 152.77 2,912,628E10 Equipment 0% 0.94 18,000E20 Furnishings 1% 7.84 149,470E Equipment & Furnishings 1% 8.78 167,470F10 Special Construction 19% 161.00 3,069,600F20 Selective Demolition 4% 33.48 638,393F Special Construction & Demolition 23% 194.48 3,707,993BUILDING ELEMENTAL COST BEFORE CONTINGENCIES 70% 583.90 11,132,576Z10 Contingency 12.50% 9% 72.99 1,391,572BUILDING ELEMENTAL COST INCLUDING CONTINGENCIES 79% 656.88 12,524,148Z21 General Conditions 12.00% 10% 78.83 1,502,898Z22 Office Overhead & Profit 5.00% 4% 36.79 701,352Z23 Bonds and insurance 2.00% 2% 15.45 294,568Z24 Permit by owner 0.00% 0% 0.00NICBUILDING CONSTRUCTION COST BEFORE ESCALATION 95% 787.95 15,022,966Z30 Escalation to Midpoint (Jan 2025) 5.24% 5% 41.29 787,203RECOMMENDED BUDGET100% 829.23 15,810,169A B C D E F DCW Cost Management8Pre-design Cost Plan December 5, 2023 Mountain View Pool RenovationCost Study Pool Renovation and Building Extension DetailQuantity Unit Rate TotalA10 Foundations19,066SF8.74166,663A1010 Standard FoundationsExcavation - foundation wall and footings building extension 315 CY 50.00 15,741Subbase 252 CY 40.00 10,074Continuous footing - 2' W 155 CY 850.00 131,781Spread footings 10 CY 900.00 9,067A1030 Slab On GradeNo work anticipatedNIC166,663B10 Superstructure19,066SF93.201,776,902B1010 Floor ConstructionStructural steel 133.46 TN 10,600.00 1,414,697Pool deck expansion 1,150 SF 55.00 63,250B1020 Roof ConstructionStrapping, blocking and connections 21,354 SF 14.00 298,9551,776,902B20 Exterior Enclosure19,066SF52.03992,001B2010 Exterior WallsPool extension enclosure 4,740 SF 188.00 891,120Matching stucco finish 4,740 SF 12.65 59,961Seal and paint existing exterior tilt walls 12,240 SF 3.00 36,720B2020 Exterior WindowsRepair and paint 8 EA 300.00 2,400B2030 Exterior DoorsRepair and paint 6 EA 300.00 1,800992,001B30 Roofing19,066SF56.361,074,616B3010 Roof CoveringsNew roof system w/soffit 21,354 SF 48.00 1,024,988Roof drain repair 21,354 SF 1.35 28,828 DCW Cost Management9Pre-design Cost Plan December 5, 2023 Mountain View Pool RenovationCost Study Pool Renovation and Building Extension DetailQuantity Unit Rate TotalB3020 Roof Openings SFB3020 Roof OpeningsDaylighting roof panels 200 SF 104.00 20,8001,074,616C10 Interior Construction19,066SF6.00114,383C1010 PartitionsNew partitions - 8" CMU, new 1,520 SF 38.50 58,520Waterproof barrier, tile backer board 1,680 SF 8.00 13,440New partitions - Steel stud, 16" O.C. 4", acoustic batt insulation, waterproof barrier, tile backer board120 SF 15.55 1,866New partitions - infill4" steel stud, acoustic batt insulation 186 SF 18.05 3,357Interior windowsGlazing, storefront 200 SF 98.00 19,600C1020 Interior DoorsSingle - solid fiberglass w/ grille 4 EA 1,450.00 5,800Single - AL w/ tempered glass relite 4 EA 1,850.00 7,400Access door - 24" x 24" 8 EA 550.00 4,400114,383C20 Stairways19,066SFNo work anticipatedNIC0C30 Interior Finishes19,066SF11.53219,919C3010 Wall FinishesTile - 6" x 12" 1,680 SF 15.50 26,040GWB - paint 186 SF 1.75 326CMU - paint 7,120 SF 2.44 17,373Locker room graphic 60 SF 25.50 1,530Wayfinding - by owner 19,066 SF 0.50 9,533Acoustical wall backing and track 1,560 SF 16.90 26,364 DCW Cost Management10Pre-design Cost Plan December 5, 2023 Mountain View Pool RenovationCost Study Pool Renovation and Building Extension DetailQuantity Unit Rate TotalC3020 Floor FinishesEpoxy flooring - pool deck 3,735 SF 10.50 39,218Epoxy flooring - locker room and offices 4,225 SF 10.50 44,363Seal coat - Storage and mech. room 630 SF 2.45 1,544C3030 Ceiling FinishesGWB - fire rated, painted 495 SF 14.26 7,059GWB, painted 320 SF 8.50 2,720Open to structure, painted 19,066 SF 2.30 43,852219,919D10 Conveying Systems19,066SFNo work anticipatedNIC0D20 Plumbing Systems19,066SF14.02267,273DemolitionPiping1LS5,129.005,129Water closets9EA131.101,180Urinals3EA124.20373Lavatories10EA60.00600Floor drains/deck drains/cleanouts20EA60.001,200Drinking fountain1EA60.0060Shower - column2EA180.00360Shower 8EA135.001,080Wall hydrants2EA40.0080Plumbing fixturesWater closet10EA2,575.0025,750Urinal4EA2,030.008,120Lavatory10EA1,570.0015,700Drinking fountain/bottle filler1EA4,220.004,220Shower8EA3,505.0028,040Shower ADA2EA3,620.007,240Trench drain24LF185.004,440Floor drain18EA770.0013,860Deck drain20EA720.0014,400Wall hydrant2EA650.001,300Circuit setter valves - 1/2"24EA127.003,048Floor cleanout6EA780.004,680Piping and fittingsCW/HW/HWC piping - 1/2" copper210LF9.632,022CW/HW/HWC pipe fittings - 1/2" copper75EA23.801,785CW/HW/HWC piping - 3/4" copper555LF11.046,127CW/WH/HWC pipe fittings - 3/4" copper150EA33.405,010 DCW Cost Management11Pre-design Cost Plan December 5, 2023 Mountain View Pool RenovationCost Study Pool Renovation and Building Extension DetailQuantity Unit Rate TotalCW/HW/HWC piping - 1" copper160LF14.452,312CW/HW/HWC pipe fittings - 1" copper30EA42.201,266CW/HW/HWC piping - 1-1/2" copper95LF20.151,914CH/HW/HWC pipe fittings - 1-1/2" copper35EA89.503,133CW/HW/HWC piping - 2" copper155LF30.104,666CW/HW/HWC pipe fittings - 2" copper30EA108.503,255CW/HW/HWC piping - 3" copper105LF59.756,274CW/HW/HWC pipe fittings - 3" copper15EA324.004,860DWV piping - 1-1/2" cast iron115LF24.272,791DWV fittings - 1-1/2" cast iron25EA64.751,619DWV fittings - 2" cast iron800LF25.8320,664DWV piping - 2" cast iron210EA82.7817,384DWV piping - 2" PVC50LF12.22611DWV fittings - 2" PVC50EA29.841,492DWV piping - 3" cast iron60LF28.471,708DWV fittings - 3" cast iron30EA96.602,898DWV piping - 4" cast iron485LF41.9120,326DWV fittings - 4" cast iron90EA124.8811,239InsulationInsulation - 1/2"285LF4.321,231Insulation - 2"185LF5.741,062Insulation - 3"120LF6.37764267,273D30 Heating, Ventilation & Air Conditioning19,066SF86.361,646,616DemolitionEquipment19,066SF6.50123,929Ductwork/fittings/air inlets & outlets, clean 60% for reuse17,541LB3.8066,655MechanicalHeat generating system complete 19,066SF36.00686,376Ventilation system19,066SF22.00419,452Dehumidification system19,066SF9.00171,594Ductwork - aluminum (replace 60%)10,524LB14.50152,604Dampers24EA75.001,800Supply grilles22EA186.004,092Return/exhaust grilles13EA178.002,314Duct insulation1000SF5.005,000Test & balance80HRs160.0012,8001,646,616D40 Fire Protection19,066SF4.9093,423D4010 SprinklersRework fire sprinkler system as necessary 19,066 SF 4.90 93,42393,423 DCW Cost Management12Pre-design Cost Plan December 5, 2023 Mountain View Pool RenovationCost Study Pool Renovation and Building Extension DetailQuantity Unit Rate TotalD50 Electrical Lighting, Power & Communications19,066SF47.48905,316Electrical demolition 19,066 SF 12.20 232,605Lighting 19,066 SF 14.00 266,924Lighting controls 19,066 SF 2.75 52,432Devices 19,066 SF 4.00 76,264Equipment connections 19,066 SF 2.00 38,132Fire alarm 19,066 SF 2.25 42,899Voice/Data cable system (conduit) 19,066 SF 2.00 38,132Auto toilet/sink connections 18 EA 250.00 4,500Extension of existing circuits 1 LS 24,500.00 24,500Exterior lighting 1 LS 3,000.00 3,000Power wiring/conduit 19,066 SF 6.50 123,929Misc. wiring/conduit 1 LS 2,000.00 2,000Architectural accent lightingNot required905,316E10 Equipment19,066SF0.9418,000E1010 Commercial EquipmentBathroom partitions - toilet 8 EA 1,350.00 10,800Bathroom partitions - urinal 4 EA 700.00 2,800Wall cabinets 8 EA 550.00 4,400Washer and dryer - FOIONIC18,000E20 Furnishings19,066SF7.84149,470E1020 Institutional EquipmentLockers 40 EA 500.00 20,000E2010 Fixed FurnishingsCasework - vanity 50 LF 450.00 22,500Casework - office 15 LF 400.00 6,000Casework - reception 15 LF 450.00 6,750Mirrors 320 SF 51.00 16,320Bleachers 2 STs 20,000.00 40,000Bench 24 LF 150.00 3,600Bench - locker 80 LF 125.00 10,000Bench - lobby 20 LF 550.00 11,000Plywood panels -Mech/Elec 1 LS 1,000.00 1,000 DCW Cost Management13Pre-design Cost Plan December 5, 2023 Mountain View Pool RenovationCost Study Pool Renovation and Building Extension DetailQuantity Unit Rate TotalWhiteboard/tackboard 1 LS 5,500.00 5,500Corner guards and kickplates 1 LS 3,500.00 3,500Changing room fit-outs 2 EA 1,650.00 3,300149,470F10 Special Construction19,066SF161.003,069,600F1040 Special FacilitiesMultipurpose pool including mechanical and chemical systems5,970 SF 480.00 2,865,600Wet Play equipment/pool access equipment1 LS 62,000.00 62,000Covers and trolleys1 LS 60,000.00 60,000Scoreboard and timing system1 LS 35,000.00 35,000Misc. deck equipment1 LS 35,000.00 35,000Lane lines and reels1 LS 12,000.00 12,0003,069,600F20 Selective Demolition19,066SF33.48638,393F2010 Building Elements DemolitionDemo - grab bars 20 EA 25.00 500Demo - benches 6 EA 18.50 111Demo - locker/other 40 EA 75.00 3,000Demo - mirrors 2 EA 65.00 130Demo - doors incl. frames 11 EA 50.00 550Demo - interior partition 245 LF 25.00 6,125Demo - casework, reception desk 30 LF 35.00 1,050Demo - casework, vanity 10 LF 35.00 350Demo - acoustic panels 120 LF 12.00 1,440Demo - sawcut 1,076 LF 18.50 19,906Demo - concrete slab 1,500 SF 36.00 54,000Demo - pool 1 LS 68,000.00 68,000Demo - exterior window wall and retaining wall 1,275SF 55.00 70,125Shoring 1 LS 50,000.00 50,000Demo - concrete deck 2,870 SF 42.00 120,540Demo - gyp. ceiling 780 SF 4.50 3,510Demo - metal skirting 140 LF 6.00 840Demo - wood ceiling 260 SF 4.30 1,118Sandblast deck and CMU 1 LS 38,600.00 38,600Demo- Shower walls for plumbing access/removal 1 LS 12,300.00 12,300Protect - existing to remain 19,066 SF 3.00 57,198Haul/disposal 46 TX 1,500.00 69,000Natatorium Equipment DCW Cost Management14Pre-design Cost Plan December 5, 2023 Mountain View Pool RenovationCost Study Pool Renovation and Building Extension DetailQuantity Unit Rate TotalF2020 Hazardous Components AbatementHazardous material abatement and disposal 1 LS 60,000.00 60,000638,393 DCW Cost Management15Pre-design Cost Plan December 5, 2023 Mountain View Pool RenovationCost Study Sitework Areas & Control QuantitiesSFSFSFAreasNet Site AreasPedestrian Paving and Hardscape 1,600Landscaping and Softscape 4,000Net Site Area5,600TOTAL SITE AREA5,600 DCW Cost Management16Pre-design Cost Plan December 5, 2023 Mountain View Pool RenovationCost Study Sitework Summary%$/SFTOTALGross Area: 5,600 SFG10 Site Preparation 11% 7.16 40,081G20 Site Improvements 42% 27.31 152,938G30 Site Mechanical Utilities 5% 3.46 19,400G40 Site Electrical Utilities 11% 7.14 40,000G Building Sitework 69% 45.07 252,420SITE ELEMENTAL COST BEFORE CONTINGENCIES 69% 45.07 252,420Z10 Contingency 15.00% 10% 0.00 37,863SITE ELEMENTAL COST INCLUDING CONTINGENCIES 79% 51.84290,283Z21 General Conditions 12.00% 10% 6.22 34,834Z22 Office Overhead & Profit 5.00% 4% 2.90 16,256Z23 Bonds and insurance 2.00% 2% 1.22 6,827SITE CONSTRUCTION COST BEFORE ESCALATION 95% 62.18 348,200Z30 Escalation to Midpoint (Jan 2025) 5.24% 5% 3.26 18,246RECOMMENDED BUDGET100% 65.44 366,446G10 G20 G30 G40 DCW Cost Management 17Pre-design Cost Plan December 5, 2023 Mountain View Pool Renovation Cost Study Sitework Detail Quantity Unit Rate Total Item Description Quantity Unit Rate Total G10 Site Preparation 5,600 SF 7.16 40,081 G1010 Site Clearing 5,600 SF 0.84 4,680 Construction entrance 1 LS 3,000.00 3,000 Erosion control w/catch basin filters and monitoring 5,600 SF 0.20 1,120 Clear and grub 5,600 SF 0.10 560 G1020 Site Demolition and Relocations 5,600 SF 3.78 21,170 Demo - electrical 1 LS 5,000.00 5,000 Demo - sidewalk 420 SF 6.00 2,520 Demo - slab and obstructions 520 SF 5.00 2,600 Demo - retaining wall 210 LF 5.00 1,050 Demo - curb and gutter 500 LF 5.00 2,500 Demo - horizon center foundation 1 LS 2,500.00 2,500 Demo - make safe and cap 1 LS 5,000.00 5,000 G1030 Site Earthwork 5,600 SF 2.54 14,231 Mass excavation, incl. haul 519 CY 12.50 6,481 Structural fill 310 CY 25.00 7,750 G1040 Hazardous Waste Remediation None anticipated NIC 40,081 G20 Site Improvements 5,600 SF 27.31 152,938 G2020 Parking Lots 5,600 SF 8.02 44,907 Barrier curb 400 LF 33.00 13,200 Sidewalk 895 SF 9.00 8,055 Sidewalk - ramp 770 SF 25.00 19,250 ADA Ramp and detectors 1 EA 500.00 500 Parking Lot Striping and restriping 16,515 SF 0.10 1,652 ADA Parking Signs 5 EA 450.00 2,250 G2030 Pedestrian Paving 5,600 SF 9.80 54,854 Sidewalk 895 SF 9.25 8,279 Pedestrian ramp 765 SF 55.00 42,075 Stairs 90 SF 50.00 4,500 G2040 Site Development 5,600 SF 5.22 29,250 Site retaining wall 35 CY 750.00 26,250 Bike rack- by owner NIC Trash receptacle - by owner NIC Wayfinding and signage 1 ALW 3,000.00 3,000 DCW Cost Management 18Pre-design Cost Plan December 5, 2023 Mountain View Pool Renovation Cost Study Sitework Detail Quantity Unit Rate Total Item Description Quantity Unit Rate Total G2050 Landscaping 5,600 SF 4.27 23,928 New landscape 1,000 SF Topsoil - 12" depth 37 CY 60.00 2,222 Mulch - 3" depth 9 CY 50.00 463 Trees - 3" cal.3 EA 400.00 1,143 Shrubs - 2 to 5 gal., 24" O.C. (50%)125 EA 25.00 3,125 Groundcover - 1 gal., 24" O.C. (50%)125 EA 15.00 1,875 Landscape restoration 3,775 SF 4.00 15,100 Irrigation Meter, connect to existing0 INC 152,938 G30 Site Mechanical Utilities 5,600 SF 3.46 19,400 G3010 Domestic Water 5,600 SF 0.86 4,800 Domestic water - connection to existing 1 EA 1,500.00 1,500 Service Line, 4"60 LF 55.00 3,300 G3020 Sanitary Sewer 5,600 SF 0.54 3,000 Sanitary sewer - connection to existing 1 LS 3,000.00 3,000 G3030 Storm Sewer 5,600 SF 2.07 11,600 Storm sewer - connection to existing 1 EA 2,000.00 2,000 Catch Basins 4 EA 1,500.00 6,000 Storm drain - 8" pipe 80 LF 45.00 3,600 Water treatment - allow Not required 19,400 G40 Site Electrical Utilities 5,600 SF 7.14 40,000 G4010 Electrical Distribution 5,600 SF 0.89 5,000 Transformer - by franchise utility NIC Coordination w/ Utility 1 LS 5,000.00 5,000 G4020 Site Lighting 5,600 SF 4.46 25,000 Parking lot lighting-code 1 LS 25,000.00 25,000 G4030 Site Communications & Security 5,600 SF 1.79 10,000 Telecommunications, manholes and base cabling 1 LS 10,000.00 10,000 40,000 Craftsmanship Is Our Calling. Quality Is Our Promise. Inspection Report 1925 Blain St. Port Townsend WA Prepared for: Michael Todd City of Port Townsend Disclaimer: The professional opinion of the inspector contained in this report is solely an opinion and does not constitute a guarantee of the statements contained herein and may be subject to dispute. General Observations: Pool Building- Appears to have been a professional install at the time but the roof is reaching the end of its life and needs repairs and or replacement. Gymnasium Building- Appears to be nearing the end of its life and needs repairs and or replacement. YMCA Multipurpose Building- Appears to need repairs, life expectancy undetermined. Summary: Pool building- The Hypalon membrane appears to be weathered and brittle with cracking visible to most seams and terminations. Voids where the membrane terminates to the perimeter flashing is starting to come up in spots and is no longer sealed. Caulking is beginning to fail and come apart where used. Exposed fasteners and flashing of ventilators have begun to rust. Lichen, fungus, algae, and moss growth is evident. Core sampling revealed the pitched roof over the pool is a double layer roof. The first layer consisting of nail able base layer, 3” Poly iso foam, and granulated torch down. The second layer is consisting of 1” Poly iso foam and Hypalon roof membrane. Low slope roofing above walkway and remainder of roof has a single layer of fiberglass fire retardant slip sheet and Hypalon membrane. Lack of proper air seal and insulation could cause condensation due to the high humidity from the pool environment. Brick chimney is in poor condition with multiple bricks missing and large cracks evident possibly allowing water into the system. Adhesion test performed on the pool building with Polyglas silicone passed and appears to be a good candidate for a coating. Gymnasium Building- The built-up roof system on the gymnasium has lots of cracking in the tar. The granulated asphalt sheets in the integrated gutter have severe granule loss and has in some spots worn down to the bare fiberglass mat. Plants appear to be growing in small groups in a few areas of the gutter. Some spots of rot evident in the soffit underneath the integrated gutter. Repairs and or replacement needed. YMCA Building- Has multiple missing or broken shingles and appears to have some granule loss, repairs needed. Pool Building Cracking of the roof membrane showing signs of aged and brittle roof. Pool Building Lichen, moss, and algae growth breaks down building material over time. Pool Building Membrane no longer sealed to perimeter flashing creating an easy path for water to make its way into the system. Pool Building This termination solely relies on caulking as its waterproofing. The caulking appears to old and missing in spots. Most sealants have a service life of approximately 10 years or less. Pool Building Rusted galvanized flashing on the roof ventilators. Although not fully rusted through yet, once the metal breaks through water infiltration is likely. Gymnasium Building Cracking in the asphalt tar, although common due to the effects of the sun’s rays on the breakdown of asphalt, has potential for water to infiltrate the system. Pool Building Chimney has multiple bricks missing and large cracks giving the potential for water to infiltrate the system. Gymnasium Building Plants growing in the gutter has likely caused damage over time as they look well rooted. Plants growing out of the roofing is also a sign of excess moisture in the system. Gymnasium Building Granule loss and weathering to granular cap sheet down to bare fiberglass has potential to soak in water. Granulated cap sheet delaminating from the roof has potential for water intrusion. YMCA Multipurpose Building Granule loss and missing shingles have potential to let water into the system. Document ID: 43BB4CF3-7787-4CC0-AF3A-7D1039D056B3 Page 1 of 3 Integrity Roofing & Construction 19740 Viking Ave NW Poulsbo WA 98370 (360) 900 7663 Estimator Brian Thomas (360) 979-0010 brian@integrityrc.com Todd, Michael City of Port Townsend Job #4640 - Todd, Michael 1925 Blaine Street Port Townsend, WA 98368 E S T I M A T E Estimates are valid for 30 days. Estimate #9185 Date 3/1/2023 Item Description Mobilize Project Transport crew, trucks, dump trailer, tools & boom load roof. Cover Over We will do a partial tear off, partial cover over. All of the pitched roofing will betorn off to identify what is seeping through the boards underneath and remove it from the roof. The flat sections will be left alone, and covered over with Fan Fold Underlayement, then a PVC Membrane. The pitched section, once completely torn off to the wooden framing, will get new Poly Iso Insulation and then the PVC membrane. Fan Fold Underlayment Install 1/2" fan fold insulation with caps and plates to entire roof deck as a thermal barrier to prevent PVC from sweating/condensation. Clad Metal PVC will be welded to clad metal on specified areas of roof. Cap Metal Reuse existing cap metal around perimeter. Membrane Breathers Small breather vents will be installed to allow PVC to breath and prevent condensation on the underside. 60 MIL PVC Low Slope Roofing Membrane Install 60 MIL PVC low slope roofing membrane on top of fan fold insulation.Includes new scupper drains, liners and all accessories. Also includes new flashings around all penetrations. Demobilize Clean up debris, remove trucks, tools, and trailers. Mule Hide Warranty 20 year manufacturer warranty Document ID: 43BB4CF3-7787-4CC0-AF3A-7D1039D056B3 Page 2 of 3 Item Description Warranty 20 year Integrity Roofing & Construction Labor Warranty Unforeseen**1.) Remove and replace 1/2" OSB Sheathing = $95 per sheet. Remove and replace 1/2" CDX Sheathing = $95 per sheet (includes material, labor and disposal). 2.) Framing repairs $100/hr per crew member. excludes materials. 3.) Time & Material repairs: $100/hr per crew member plus material costs In the rare event that plywood replacement is excessive (Greater than 10sheets) and also requires staff to be on site for additional day(s), overhead will be applied. **Please note: Raw material volatility may cause pricing to vary due to uncertainty in lumber market costs.** Miscellaneous / Exclusion This estimate is for the main house only and does not include any detached structures. Internal Drainage Remove and replace existing scupper drains with new ones. PolyIso Insulation Apply three inch rigid PolyIso insulation panels. Stagger seams for proper ventilation. This applies to the pitched section of the roof. WE ARE UNDER THE ASSUMPTION THAT THERE IS ONLY ONE LAYER OF INSULATION ON THE PITCHED ROOF SECTION. Termination Bar We will install termination bar on the areas of the roof where it meets a wall. Financing Options In house financing available through Wells Fargo. Plans available are: •1066 (0% interest if paid in full in 18 months) – plus a one-time processing fee of 6.99% •3391 (8.99% interest for 48 months) – plus a one-time processing fee of 5.99% •3392 (8.99% interest for 60 months) – plus a one-time processing fee of 7.49% Call office for additional details Document ID: 43BB4CF3-7787-4CC0-AF3A-7D1039D056B3 Page 3 of 3 S P E C I A L I N S T R U C T I O N S Excludes any local city, county and or municipality permitting and/or HOA fees. Also excludes existing satellite(s) to be re-installed with reception and protection of the hardware. Discounts are non taxable. If you reside within the Poulsbo or Bainbridge Island city limits IRC will provide the permit for roofing only. Engineering costs will be in addition to $80hr, if required. Estimates are valid for thirty (30) calendar days. Financing is available. Estimates are subject to change accordingly. Credit cards transactions are subject to processing fees. There will not be a warranty on any skylights IRC is requested to re-use. Old sealant may not re-adhere the metal frame to the wood curb and/or flat substrate. Re-use of an existing skylight allows air flow, water entry and condensation if skylight and seal are not in premium working condition. When converting to a new skylight, the frame shape may have a variance from existing skylight. Manufacturer Specification. When nailing shingles, manufacturer specification is for fasteners at a minimum of 12-gauge (0.105 inch [3 mm]) shank and long enough to penetrate through all layers of roofing materials and at least ¾" (19 mm) into the roof sheathing. Where the roof sheathing is less than ¾" (19 mm) thick, the fasteners may penetrate through the sheathing. Integrity is not responsible for nail penetrating sheeting in soffits. *Expect nails to penetrate through. Flat roofing prices have extreme price volatility and may or may not be predictable in their availability. Item Description Miscellaneous / Exclusion To use a membrane sealing system will cost more in the long run, and will not correct the problem most likely. It appears that there is a layer of something between the membrane roof and the wood cardecking that is reacting to the moisture/chlorine and causing it to seep through and show on the underside of the wood. We recommend the complete tear off to identify this issue and correct it beforeit gets worse. One consideration that may help with the problem would be to install an exhaust fan in the pool area to help with removing some of the moisture from the environment. IF UPON COMPLETION OF THE CORE SAMPLE(S) THERE IS MULTIPLE LAYERS OF INSULATION FOUND AND THE CUSTOMER WANTS IT BACK TO THE ORIGINAL INSULATION VALUE, WE WILL SUBMIT A CHANGE ORDER FOR THE ADDITIONAL INSULATION NEEDED. Options PERFORM SEALING OF THE MEMBRANE ROOF: We will use an equvilant products from Mule Hide Roofing Products to seal the existing roof membrane. COST: $243,114 + TAX Core Sample Prior to work starting, a core sample of the roof deck will be taken to help alleviate unknowns and determine proper fastening hardware length for installation. **IF** The core sample proves to be inconclusive, we will discuss with the customer options, and how they would like us to proceed. Area Outage To protect grounds and customer safety; IRC will require an area outage around certain buildings on specific days. Sub Total $238,213.00 Port Townsend - 1601 (9.1000 %) $21,677.38 Total $259,890.38 191961a1ne 5(PotlTnvX Q SFaw, aeer ravulu br1919&— t .4%'e r n Townsend, WA 98369,, 1926 LINC Public Facilities District - PFD Funded by Sales Tax $20M Bond, 30 YR, 5.5% Taxable Retail Sales basis on 2021 Year 1 2 3 Level debt service ($)1,513,719.00 1,513,719.00 1,513,719.00 County Wide PFD Sales Tax 1,393,251.23 1,421,116.26 1,448,981.28 Annual Surplus/Deficit (120,467.77) (92,602.74) (64,737.72) Cummulative Surplus/Deficit (120,467.77) (213,070.51) (277,808.22) 4 5 6 7 8 9 1,513,719.00 1,513,719.00 1,513,719.00 1,513,719.00 1,513,719.00 1,513,719.00 1,476,846.31 1,504,711.33 1,532,576.36 1,560,441.38 1,588,306.41 1,616,171.43 (36,872.69) (9,007.67) 18,857.36 46,722.38 74,587.41 102,452.43 (314,680.92) (323,688.58) (304,831.23) (258,108.84) (183,521.44) (81,069.01) 10 11 12 13 14 15 1,513,719.00 1,513,719.00 1,513,719.00 1,513,719.00 1,513,719.00 1,513,719.00 1,644,036.46 1,671,901.48 1,699,766.51 1,727,631.53 1,755,496.55 1,783,361.58 130,317.46 158,182.48 186,047.51 213,912.53 241,777.55 269,642.58 49,248.45 207,430.93 393,478.44 607,390.97 849,168.52 1,118,811.10 16 17 18 19 20 21 1,513,719.00 1,513,719.00 1,513,719.00 1,513,719.00 1,513,719.00 1,513,719.00 1,811,226.60 1,839,091.63 1,866,956.65 1,894,821.68 1,922,686.70 2,034,146.80 297,507.60 325,372.63 353,237.65 381,102.68 408,967.70 520,427.80 1,416,318.71 1,741,691.33 2,094,928.99 2,476,031.67 2,884,999.37 3,405,427.17 22 23 24 25 26 27 1,513,719.00 1,513,719.00 1,513,719.00 1,513,719.00 1,513,719.00 1,513,719.00 2,062,011.83 2,089,876.85 2,117,741.88 2,145,606.90 2,285,776.33 2,331,491.85 548,292.83 576,157.85 604,022.88 631,887.90 772,057.33 817,772.85 3,953,720.00 4,529,877.85 5,133,900.72 5,765,788.62 6,537,845.95 7,355,618.80 28 29 30 1,513,719.00 1,513,719.00 1,513,719.00 $45,411,570 2,378,121.69 2,425,684.12 2,474,197.81 864,402.69 911,965.12 960,478.81 8,220,021.49 9,131,986.62 10,092,465.42 South Whidbey Aquatic Recreation Center The Journey Summer 2024 Aquatic Coalition South Whidbey Aquatic Recreation Center ClintonJefferson County Our Location The Journey –Where?Summer 2024 JeffCo Aquatic Coalition South Whidbey Aquatic Recreation Center Aquatic Recreation Center •Centrally located between our population centers •Total population served ~17,000 •Adjacent to WA-525 Clinton 2-hour round trip + ferry 2-hour round trip Availability of Public Aquatic Facilities •Nearest public pools ( ) too far for most •Difficult or impossible for working families, youth, seniors •Private option (c) cost prohibitive for many Our Situation The Journey –Why?Summer 2024 JeffCo Aquatic Coalition South Whidbey Aquatic Recreation Center Water Safety a critical need for an island population •Drowning -the second leading cause of death for children ages 1–4 •Drowning -second leading cause of accidental death for children ages 1–14 Water safety class Needs Assessment The Journey -Needs Summer 2024 JeffCo Aquatic Coalition South Whidbey Aquatic Recreation Center Recreation and Fitness Needs for young and old •Climate, precipitation, sunlight hours limit year- round recreation, exercise •Heavy demand for few available spaces 6 months in WA <4 hours sun per day Ground saturation closes many facilities Needs Assessment The Journey -Needs Summer 2024 JeffCo Aquatic Coalition South Whidbey Aquatic Recreation Center Aquatic Therapy/Rehab needs across our population •District median age 59.3 •Impact and overuse injuries cost lost workdays for employers under strain •Rehab needs within population including ambulatory function, chronic pain Aquatic Physical Therapy Needs Assessment The Journey -Needs Summer 2024 JeffCo Aquatic Coalition South Whidbey Aquatic Recreation Center Aquatic Facility went to the voters twice in 25 years •1996 –ballot measure for $14M (2023 dollars) •15kft2 facility with single pool, few amenities •Voter feedback –it’s ‘just a pool’ •2008 –ballot measure for $21M (2023 dollars) •50kft2 facility with aquatic center, community center, senior center •Voter feedback •You don’t know what you’re getting us into •“too big, too much, not the right time” •Post-election review in 2008/2009 •Careful needs assessment -stakeholders •Aim towards a smaller facility, narrower scope •Take time to build a broader base •501(c)(3) to organize volunteer effort •Build relationships with stakeholders •Enhance staff with aquatics experience •Communicate with the public 40% pass vs. 60% threshold A long history… The Journey –our History Summer 2024 JeffCo Aquatic Coalition South Whidbey Aquatic Recreation Center 40% pass vs. 60% threshold Ready to go again by 2016-2017 •Project written into District Comprehensive Plan •First broad public survey conducted •501(c)(3) established •Stakeholder engagement launched •Private fundraising had raised ~$50k •Message map/communications plan steady progress Comp plan Parks District2018-2023 Comprehensive Plan Capital project survey input Third Time’s the Charm The Journey -Needs Summer 2024 JeffCo Aquatic Coalition South Whidbey Aquatic Recreation Center Feasibility Study Park District Parks Foundation PARC Comms/IT Finance Megan Board Margaret SandiShaun Brenda Rich Ray Jackson Teresa Bellevue project So Whidbey project Olympia project Gig Harbor project Susan Pappalardo PNS Skagit Y Fircrest Port Townsend Shoreline Seattle Parks City of Bellevue Bellevue Parks Lopez Island project Stakeholder Organizations Island County School District Langley City Council Port District Senior Services IslCo Econ Dev Council IslCo Fire District PNS/USA Swimming WA Legislature WA Dept of Health US Leg District 2 BK-ADG Patano Finance Admin Programs Comms/IT MaintenanceCarrie TomSkye Doug Board Erik Jen Krista JakeMatt Austin Steering Committee Design Site Financing Ray Matt ErikComms Margaret Bill Brenda Marni Rich TBD Brenda Ray Matt Sandi Si View project Kristen KristiAlly The Journey –Steering Committee Summer 2024 JeffCo Aquatic Coalition South Whidbey Aquatic Recreation Center …established to drive project forwardSteering Committee DesignSite Financing Message MapNeeds Fit Concept Architect Needs Feasibility Stakeholders The Journey –Organizational Structure Summer 2024 JeffCo Aquatic Coalition South Whidbey Aquatic Recreation Center Public Lines of Effort Communications Capacity Public Corporate Private Building the message map to identify meaningful themes Wellness and Health Equity and Safety The Journey -Communications Summer 2024 JeffCo Aquatic Coalition South Whidbey Aquatic Recreation Center Every person needs to know how to swim Community crossroads Major public survey, public engagement to inform the general population A place for everyone Build relationships with stakeholders to extend our reach Port District Support Resolution Langley City Council Support Resolution Site visits by District 10 Legislators The Journey -Communications Summer 2024 JeffCo Aquatic Coalition South Whidbey Aquatic Recreation Center Engage with private donors to set the stage for future fundraising Public sources •Parks budget -$50k •State Capital Budget -$1.5M •RCO grants -$1M •CDBG -$1M •US CPF -$1M Private sources •Private foundations -$1M •Private individuals -$3M The Journey –Financing Capacity Analysis Summer 2024 JeffCo Aquatic Coalition South Whidbey Aquatic Recreation Center Initial bandwidth required -$1M Total capital required -$12M $42M $27M Corporate sources •Whidbey businesses -$250k •Employers of District citizens -$1M Initial Design phases $685k Public Voted Bond November 2023 $27M Final Design phases $1.2M The Journey –Financing Timeline Summer 2024 JeffCo Aquatic Coalition South Whidbey Aquatic Recreation Center State Capital Budget 2022, 2023 $736k Construction $25.8M Public Grant Sources CPF LWCF Private Fundraising $200k Equity/Safety Fund $1M Capital Parks Voted Levy April 2026 Annual M&O $600k M&O Maintenance Endowment $1M Phase II $7M South Whidbey Community Park Clinton/ferry (3 miles) Freeland UGA (4.8 miles) South Whidbey Primary and Intermediate Schools South Whidbey Middle and High Schools City of Langley UGA (1.1 miles) Project site The Journey –the Site Summer 2024 JeffCo Aquatic Coalition South Whidbey Aquatic Recreation Center •DAHP study •LOSS (septic) study, Pre-Design report •Dry well mitigation Site feasibility challenges •Wetland/Critical Areas study •Water demands versus capacity •Water infrastructure The Journey –the Site Summer 2024 JeffCo Aquatic Coalition South Whidbey Aquatic Recreation Center ~24,000 ft2 single story •Lap Pool 6 lane x 25 yards •Recreation Pool with •Shallow teaching area •Lap lanes •Current channel/Vortex •Spa, Sauna •Multipurpose rooms •High-efficiency hydronic heating loop •100kW solar array + DG + battery storage system •Connected to outdoor recreation The Journey -the Design Summer 2024 JeffCo Aquatic Coalition South Whidbey Aquatic Recreation Center The Journey –the Design Summer 2024 JeffCo Aquatic Coalition South Whidbey Aquatic Recreation Center Design Phases •Schematic Design ($297k) •Design Development ($388k) •Contract Documents ($526k -2024) •Construction Admin ($568k -2025) Design Team •Lead: ARC Seattle •Aquatic Design: ADG San Diego •Total Design budget: $1.83M The Journey –Questions Summer 2024 JeffCo Aquatic Coalition South Whidbey Aquatic Recreation Center Feedback and Questions welcome Matthew Simms, Commissioner South Whidbey Parks & Recreation District comm5@whidbey.net 425-876-0826 9/11/24, 12:46 PM Home p"'';v Home Friends of the Pool Aquatic Center About DONATE South Whidbey Parks and Aquatics Foundation v‘ EALTH 0R711 n o w w T% 1. MjMS 1.4C' CO M M U 1%k fic 0 https://www.swpaf.org/home 1!7 9/11;24, 12:46 PM Home Sren Home Friends of the Pool Aquatic Center About DONATE bie4tut, flealet 0)11/ de 0 https:l/www swpaf.org/home 2i7 9/11/24, 12:46 PM Home A" ' Home F#1 +19Y q irrAyin 1 t yAlliejciliftb I-i?r,t.ae Ahoiit DCINATF gli '' ill. , lir 4114 filla. r . -• --:', " ._4 0; 0 L k . Al A,...il41 1 1111, I glop dr 1•'• /41 ill:1w Niviiiiii. 061661116 do 1 https://www.swpaf.org/home 9/11/24. 12:46 PM Home 0i."..-Home FnePAQMPlit'Virfiglr Sqlftlt.bati C Center Aboui DONATi- t W . '. gi 1.--- _ .? t , P pti r•,4'' 'd '..*.ill''4..il it ;', " '" 1 ''' . . " 1.. .'-' '" •121" .1. •;"• • ' ,t'd d r o .-51;- .:-..."%;.°• id.;..O '.4.• A -. --• .4 a s /." 4;417.. ....-- V' - - - if i l'Ir• •e'. 1 1. . .9* ,s,'•- 4 --"I'is .... • -., IN z.•- PIF4, ?• , ipt- NN,,,,C 4.44„,....;,,,. 14 .. • 1 7.411k.7 --._..: :.:'•.,q ., . :` . ,\, :NI - 1- -- --:-. .. 41*.."---, 4' •'' `46P's 4 ' i ik,"s a. , . II.*060 7, .Ir..— . ' I 4. • 11fr. 2' tie,: - • Orr:: . 1% 4,,it - Al& - - •,-- - r---*:,.... f, ONO - P..0 OD 4,r.4, r' -,:..-• 0 oo. _ g06; 'I*: 1 %' I i ' -'I"" '''' 11111*. 1 Ir. I i I Cd/ https://www.swpaf.org/home 4/7 9/11r24, 12:46 PM Home f`"' Home Fr oflAc EiIityi icstik Center ' About DONATE 1„.0, e. 4-14, rilik I r f. t wryer lieVik1Y°rLyyW ilk y 4 c-«,.,4 idalielbagliiAil Li afip Nikinigia...,imit V t 4,„„„46,,_ ICIN WENDS 0E THE P00L E3d,A Y NCER AND NEAUNIER SOUIN WNW SUPPORT FRIENDS OF THE POOL 0 https:i/www.swpaf.org/home 5/7 9/11/24, 12.46 PM Home rno,rogrtIPPPort Home ' I"'Yimti Otvdii4ITIO ,p6Wic-i'-'• ti6 fac'L dkit#Y`-II IC aCAt5bCit orng a[330Pk1ATE 6, lif 1" 1°I.I.n.' ititie,4,,,...,_ . r3u1 S11 . EARN TO SWIM PROGRAM: AQUATICS EORAll PROGRAM:ENIIANCED EINISNINGTOUCNES: wEverythirdgraderwillWewillofferfreeorFundkcomponentsthatCenterlm receive a series of make the Aquatic reduced passes to more welcoming,free swim lessons those in need, so whether they attend everyone can enjoy environmentallye, andn public, private, or the Center y sustainable, and fun such as art, kids play inflatables,homeschool).regardless of ability fireplace,skylight, and to pay. swim competition A equipment. ii i Why these funds matter 0 https:l/www.swpaf.org/home 6/7 9111/24. 12:46 PM Home c..r Home id 11111,1111.1)."4 NEWS AND EVENTS FOR WHIDBEY ' S AQUATICS COMMUNITY N11111111N HMI ONM/111101N11N1NN11NNIIINN1111N/N1111111111111111/111/1N1 41 14 11 11 11111 1 1NNNilN/NININN1/N1N11N1N1111NN1111141N11•1041111 111N1NII11NIN11N11111111NIIN111N11111111/11N1111111111/11N1N1111N111 1 11111 1/111 14111011 1N1NN11N/NIN/N/11ININH/1111111111N11111N111111111111 Read the latest issue of the WAVE! 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CONTACT US s.^ipaf orcJ mailing address. 5475 Maxwelton Re La O https i/www.swpa`.orq!home 120'-0"12 21 PANELS @ 12'-6" = 262'-6" 3 CB MEMBRANEFLAT END WALLC/W UPRIGHTS MEMBRANEFLAT END WALLC/W UPRIGHTS A SPRUNG LOGOLOCATION SPRUNG LOGOLOCATION 45678910111213141516171819202122 CBCBCBCBCB B C D E J I H G F 8'-0"h FRAMED OPENING BY SPRUNG C/W GLAZING BY OTHERS, 7 PLACES 10'-0"w HOOD (4"x3") C/WDOUBLE PERSONNELDOOR (6'-0"w x 7'-0"h) 10'-0"w HOOD (4"x3") C/WDOUBLE PERSONNELDOOR (6'-0"w x 7'-0"h) U/S BASEPLATE 0" STRUCTURE PEAK 45'-9 7/8" 123 CB MEMBRANEFLAT END WALLC/W UPRIGHTS MEMBRANEFLAT END WALLC/W UPRIGHTS SPRUNG LOGOLOCATION 45678910111213141516171819202122 CBCBCBCBCB SKY BLUEMEMBRANE U/S BASEPLATE 0" STRUCTURE PEAK 45'-9 7/8" 123 MEMBRANEFLAT END WALLC/W UPRIGHTS MEMBRANEFLAT END WALLC/W UPRIGHTS SPRUNG LOGOLOCATION 45678910111213141516171819202122 CBCBCBCBCBCB SKY BLUEMEMBRANE U/S BASEPLATE 0" STRUCTURE PEAK 45'-9 7/8"26°8"x12" ALUM.I BEAM A MEMBRANEFLAT END WALLC/W UPRIGHTS B C D E JIHGF 120'-0" 12'-6"8'-10"18'-0"16'-0"9'-4"16'-0"18'-0"8'-10"12'-6" CLIENT LOGO, FINAL SIZE & LOCATION TBD SKY BLUEMEMBRANE U/S BASEPLATE 0" STRUCTURE PEAK 45'-9 7/8"26°8"x12" ALUM.I BEAM 120'-0" A MEMBRANEFLAT END WALLC/W UPRIGHTS BCDEJIHGF 12'-6"8'-10"18'-0"16'-0"9'-4"16'-0"18'-0"8'-10"12'-6" SKY BLUEMEMBRANE ARCHITECTURAL MEMBRANE INTERIOR MEMBRANE 8x12 ALUM. I BEAM EXTERIOR THERMAL CAP INTERIOR ARCH CAP ENCAPSULATED INSULATION (R25) 10'-0"11'-4 1/8"4"x3" HOLLOW ALUM. BEAM DRAWING APPROVAL APPROVED DATE: APPROVED W/ CHANGES NOTED CONFIRMATION OF DESIGN LOADS AT SITE PER THE LOCAL BUILDING DEPT. SIGNATURE: BUILDING CODE w/ YEAR: WIND LOAD: EXPOSURE:RISK: SNOW LOAD: TOLL FREE: 1-800-528-9899 (403) 601-2292 www.sprung.com DRAWN BY:DATE:This drawing is protected by copyright in the United States of America, Canada and all other countries of the world. It, and all of the designs, technical data and engineering services represented by it and originated or rendered by ©SPRUNG INSTANT STRUCTURES INC. are the exclusive property of ©SPRUNG INSTANT STRUCTURES INC. and must neither be used in manufacturing nor disclosed nor reproduced in whole or in part except with the prior written consent of ©SPRUNG INSTANT STRUCTURES INC. Any copying of this drawing in whole or in part and any use of it to construct the subject matter illustrated in it without prior written permission of ©SPRUNG INSTANT STRUCTURES INC. is prohibited.DESIGN LOADS LOCATION:BUILDING CODE: WIND SPEED: RISK CATEGORY:EXPOSURE: GROUND SNOW LOAD:(SEE SNOW SHED REPORT)3/12/2024 8:59:44 AMI:\2023 Drawings-Full Size\R23-1400\R23-1457-R2.rvtFLOOR PLAN &ELEVATIONS COMMUNITY POOLCITY OF PORT TOWNSEND11/28/2023 B. PHILIPOFF R23-1457.0 PORT TOWNSEND, WASHINGSTON, UNITED STATES120' - 0" x 262' - 6"SIGNATURE SERIES PORT TOWNSEND, WA IBC 2018 104 mph 3 SEC GUST CIII 20 psf ACCESSORIES CATEGORY TYPE SIZE COMMENT COUNT GLAZING FE GLAZING 5'-9"w x 8'-0"h FRAME ONLY 2 GLAZING FE GLAZING 6'-3"w x 8'-0"h FRAME ONLY 1 GLAZING FE GLAZING 12'-11"w x 8'-0"h FRAME ONLY 2 GLAZING FE GLAZING 14'-11"w x 8'-0"h FRAME ONLY 2 1" = 20'-0"1457.0 OPEN PLAN VIEW1 GENERAL NOTES: 1. ALL PERSONNEL DOORS C/W PANIC HARDWARE, AS NOTED. 2. STRUCTURE TO BE INSULATED WITH FIBERGLASS BATT INSULATION C/W INNER LINER, TO PEAK. 3. OUTER MEMBRANE TO BE FINISHED TO CONCRETE USING ALUM. FLAT BAR. 4. STRUCTURE MEMBRANE MEETS:NFPA 701, CALIFORNIA STATE FIRE MARSHAL, ASTM E84, CAN/ULC-S-109 & CAN/ULC-S-102 SPECIFICATIONS. 5. THIS STRUCTURE IS DESIGNED TO SHED/RELEASE SNOW. THE PERIMETER OF THE STRUCTURE SHALL BE KEPT CLEAR. 6. WHEN DESIGNING A HEATING, VENTILATION OR AIR CONDITIONING SYSTEM FOR ANY TYPE OF BUILDING, IT IS IMPORTANT TO ENSURE THAT THIS SYSTEM INTAKES MORE AIR THAN IS BEING EXHAUSTED AT ANY GIVEN TIME. THIS PROCESS WILL RESULT IN A POSITIVE PRESSURE BEING MAINTAINED. CONVERSELY, IF NEGATIVE PRESSURE EXISTS WITHIN THE STRUCTURE, IT WILL BE DIFFICULT TO OPEN DOORS AND MOISTURE WILL BE DRAWN INTO THE STRUCTURE. 7. ALL INTERIOR WALLS & PARTITIONS (IF APPLICABLE) TO BE FREE STANDING & INDEPENDENT OF SPRUNG STRUCTURE. CB = CABLE BRACING 1" = 20'-0"1457.0 FRONT ELEVATION2 1" = 20'-0"1457.0 REAR ELEVATION3 1" = 20'-0"1457.0 LEFT ELEVATION6 1" = 20'-0"1457.0 RIGHT ELEVATION5COLORS ON THESE ELEVATIONS MAY VARY SIGNIFICANTLY DEPENDING ON PRINTER OR MONITOR. PLEASE REFER TO MEMBRANE SAMPLES FOR ACTUAL COLORS. STANDARD 4"x4"SPREADERSREQUIRED 3" = 1'-0"1457.0 8x12 INSULATED BEAM SECTION (ENCAPSULATED)7 1457.0 EXTERIOR VIEW4 REV.MM/DD/YY BY DESCRIPTION 2 03/11/24 DH REVISE GLAZING, ADD LOGO 3 456789 1/4" = 1'-0"1457.0 SECTION 10'-0" HOOD (4x3)8 Date: June 11, 2024 ROM good for 30 days WA: JT2ENEC795CH Carrie Hite City of Port Townsend 250 Madison Street Port Townsend, Washington 98368 360-379-2979 chite@cityofpt.us We are pleased to submit the following ROUGH ORDER OF MAGNITUDE for your review Scope of Work as Follows: Assemble and Erect Signature Series 120 feet wide by 263 feet long, measured by maximum width 1,420,200.00$ by maximum length (8"x12") 12.5'/OC with the following: 1 - Corrosion Resistant Hardware Package 1 - Glazing Wall on Flat End (Doors by Others) 2 - Engineered Flat Ends 2 - Insulated Double Personnel Doors c/w Hood, High Traffic Panic & Closers (6'x7') 4 - Insulated Double Personnel Doors c/w High Traffic Panic & Closers (6'x7') in Flat End 6 - Bays of Cable Bracing 15 - Frameless Penetration Kits for Insulated Structures (Large) 5" to 9" 80 - Sprung Indirect Light Fixtures - 2 - 80" LED Light Fixtures (RT80L) - 208V/21400 Lumens, 240V/25814 Lumens or 277V/27488 Lumens - 30A/60Hz - c/w Brackets, Electrical Box with Cap and Plug and Play Cable*** - 9" (R-25) Encapsulated Blanket of Fiberglass Insulation c/w White Interior Liner - Perimeter Flat Bar Concrete Grade Beam 89,708.18$ Concrete Foundation (Less Olympic-size Swimming Pool)662,904.00$ Electrical 894,726.00$ HVAC 942,975.00$ Plumbing (Allowance)40,500.00$ Interior Buildout 195,729.75$ Utilities within 5' of Structure (Allowance)135,000.00$ Glazing 83,362.50$ Total:4,465,105.43$ ASSUMPTION FOR CONCRETE FOUNDATION - 120’ X 263’ 6-inch slab over 8-inches of compacted aggregate with #4 at 12-inches on-center each way. The foundation edge for the slab at 24-inches wide and 16-inches deep with three #5 bars top and bottom and #4 ties at 24-inches on center. NOTE: ROM based off narrative submitted to JT2. Final proposal to be quoted upon submission of 80% drawings. CONDITIONS: - CLEAR PATH OF INGRESS / EGRESS - SPOILS TO BE STOCK PILED ONSITE AND REMOVED BY OTHERS, OR WE MAY PROVIDE A PRICE TO REMOVE SPOILS OFF SITE IF REQUESTED BY OWNER - ONE MOBILIZATION. ADDITIONAL MOBILIZATIONS AT $15,000 PER OCCURRENCE. - GENERAL DECISION NUMBER: WA20240029 5/24/2024 JT2 Engineering and Construction is a full-service General Engineering and Building Contractor and has a full team of installers, and subcontractors with the experience to provide building erection and full turn-key construction from the ground up including site preparation, wet and dry utilities, building foundations and full interior build out. We also provide design inputs and engineering solutions for value-add to our clients. 1 of 2 800 The Mark LN 1502 San Diego, CA 92101 619-493-2210 JT2 ROM - City of Port Townsend EXCLUSIONS: - ANY ITEM THAT DIFFERS FROM PLANS AND SPECIFICATIONS - PLAN FEES, PERMIT FEES - COST OR RESPONSIBILITY OF ANY SURVEYING, SOILS TESTING, OR ENGINEERING TEST OF ANY TYPE - COSTS, WORK, OR DELAYS ARISING FROM 'ACTS OF GOD' - UNEXPECTED HAZARDOUS MATERIAL REMOVAL - DAMAGES AND PENALTIES FOR DELAYS - UNFORESEEN / CONCEALED SITE CONDITIONS - OVERTIME / OFF-HOURS WORK - MULTIPLE MOBILIZATIONS / DEMOBILIZATIONS - WARRANTIES FOR WORK NOT PART OF THE CONTRACT - INCREASED INSURANCE, PERFORMANCE AND PAYMENT BOND - PRICES MAY VARY DUE TO DESIGN CHANGES 2 of 2 800 The Mark LN 1502 San Diego, CA 92101 619-493-2210 JT2 ROM - City of Port Townsend