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2016 Aquatic Facility Evaluation Report Copyright 2014 City of Dubuque Consent Items # 2. ITEM TITLE: 2016 Aquatic Facility Evaluation Report SUMMARY: City Manager transmitting the 2016 Aquatics Facility Evaluation completed by MSA Professional Services and Water Technology, Inc. SUGGESTED DISPOSITION: Suggested Disposition: Receive and File ATTACHMENTS: Description Type 2016 Aquatic Facility Evaluation Report-MVM Memo City Manager Memo Staff memo 016 Aquatic Facility Evaluation Staff Memo CIP Supporting Documentation Dubuque Aquatic Facilities Report Supporting Documentation THE CITY OF Dubuque DUB TENWinrkaCky 1111. Masterpiece on the Mississippi 2007.2012.2013 TO: The Honorable Mayor and City Council Members FROM: Michael C. Van Milligen, City Manager SUBJECT: 2016 Aquatic Facility Evaluation Report DATE: February 14, 2017 Leisure Services Manager Marie Ware is transmitting the 2016 Aquatics Facility Evaluation completed by MSA Professional Services and Water Technology Inc. The report has been reviewed by the Parks and Recreation Advisory Commission. The current budget recommendation being considered by the City Council allocates $40,000 in Fiscal Year 2022 for a master plan related to the possible future replacement of Flora and Sutton Pools. The Commission and Marie Ware are recommending that the report be received and filed. I concur with the recommendation and respectfully request Mayor and City Council receive and file the report. Mic ael C. Van Milligen MCVM:jh Attachment cc: Crenna Brumwell, City Attorney Cindy Steinhauser, Assistant City Manager Teri Goodmann, Assistant City Manager Marie L. Ware, Leisure Services Manager THE CITY OF Dubuque UBE I erica .i Masterpiece on the Mississippi 2007-2012-2013 TO: Michael C. Van Milligen, City Manager FROM: Marie L. Ware, Leisure Services Manager SUBJECT: 2016 Aquatic Facility Evaluation Report DATE: February 14, 2017 INTRODUCTION The purpose of this memorandum is to provide the 2016 Aquatics Facility Evaluation completed by MSA Professional Services and Water Technology Inc. and request it be placed on file. BACKGROUND The City of Dubuque's public outdoor swimming pools serve a large and diverse cross section of the Dubuque Community in terms of age, income level, and demographics. Annual usage of the pools averages over 100,000 patrons in daily attendance each summer. Based on pool pass usage, 48% of the pools patronage is by low-income individuals/families. The pools are an important low-cost City amenity for summer recreation. The FY 2017 approved C.I.P. budget#1022648-627716 included $30,000 to complete a facility assessment and report for both the Flora and Sutton pools. An RFP was developed and distributed. The RFP included two tasks. Each task was to be bid separately so that the City could choose to do all or a portion of the project. Task 1A: Determine existing conditions of City aquatic facilities by conducting on- site inspections and audits, examining records, consulting with City staff, and other tasks as required. Task 1 B: Prepare a report of findings including recommendations for a repair/replace and maintenance plan to maintain and improve the facilities in their existing layout and configuration. Task 2: Develop a comprehensive Master Plan for long-term renovation/re-build. An RFP review committee was made up of six City staff Janna Beau, Aquatics Supervisor; Mary Rose Corrigan, Public Health Specialist; Steve Fehsal, Park Division 1 Manager; Brant Schueller, Water Engineering Assistant; Alexis Steger, Senior Budget Analyst. Six proposals were received and two firms were ultimately selected by the group to hold phone conferences. After the conferences the consensus was that both firms could adequately do the assessment, but that one firm was clearer on their ability to meet the detailed criteria put forth by the RFP. The group also chose to recommend hiring a firm to complete Tasks 1A & 1 B and to wait on the Master Plan portion of the project. MSA Professional Services was approved as the consultant for the Aquatic Facility Evaluation for Flora and Sutton pools. DISCUSSION The evaluation found that currently both the Flora and Sutton Pools are in working order. However, due to their aging infrastructure and lack of industry standard amenities, they are becoming more expensive to maintain as well as inadequate for today's operation. The 2016 Aquatics Facility Evaluation provides a comprehensive list of each outdoor pool facilities physical structure, mechanics as well as surrounding infrastructure. Included with the report are prioritized recommendations for repair to maximize the life and improve the safety of each facility. Each recommended repair is provided with a priority as well as a range of cost. Not included in these estimates are the potential larger construction projects which would be due to greater findings from recommended studies and/or capital improvements to the facility like the addition of family restrooms. These priority levels as well as their total range of cost are as follows: Pool Priority Definition Time Frame Low High Observed Life Safety, Hazardous and Sutton A priority Physical Condistions Immediate $ 10,000.00 $ 14,000.00 Maintenance Items or non-priority code B items 1to2Years $ 78,000.00 $209,000.00 Maintenance items, performance C enhancing orcode deficiency 1to4Years $142,000.00 $162,000.00 Aesthetic improvementto enhance D patron experience 1to6Years $ 33,000.00 $ 45,000.00 Total $263,000.00 $430,000.00 Pool Priority Definition Time Frame Low High Observed Life Safety, Hazardous and Flora A priority Physical Condistions Immediate $ 15,000.00 $ 21,000.00 Maintenance Items or non-priority code B items 1to2Years $ 54,000.00 $ 85,000.00 Maintenance items, performance C enhancing orcode deficiency 1to4Years $131,000.00 $191,000.00 Aesthetic improvementto enhance D patron experience 1to6Years $ 24,000.00 $ 38,000.00 Total $224,000.00 $335,000.00 2 BUDGET IMPACT - Priorities There is currently $115,373 in the FY17 CIP (1021890-73210) for pool maintenance. There is also a total of$295,000 recommended in the FY18 5-Year CIP's for Flora and Sutton Pool Maintenance. Staff's priority will focus on safety, code compliance and maintenance measures to minimize detrimental deterioration to infrastructure and equipment. These projects are listed within priority A and B for both pools and would total between $157,000 to $329,000. Projecting the projects to average out through the bidding process, the total cost to complete priorities A and B would be around $243,000. This would allow for additional CIP funds over the next 5 years of$167,373 to perform a below grade assessment of Sutton Pools infrastructure as well as begin to complete priority C and D projects. Additional CIP funds will need to be requested in future budgets to complete the priority list. The above funds and projects do not include the daily maintenance and operation of the pools within the operating budget. However, many of the smaller projects listed in the prioritized list may fit within the operating funds. BUDGET IMPACT - Future Also within the report are two options. The first would be to continue to maintain the existing pools over the next five to six years while making as many repairs as possible within the annual budget each year. The second would be to replace one or both facilities. Option One: Based upon the general findings of this evaluation, maintaining the existing pools facilities will require an approximate investment within the next five to six years as follows: Sutton Pool Facility Buildings/Site $265,000 to $430,000 Aquatics $1 ,000,000 to $2,000,000 Total $1 ,265,000 to $2,430,000 Flora Pool Facility Buildings/Site $224,000 to $335,000 Aquatics $1 ,200,000 to $2,300,000 Total $1 ,425,000 to $2,635,000 NOTE: There are also other non-imperative (optional) improvements listed in the report that are not included in the summary above. 3 Option Two: "Replacement" - Complete facility replacement for one or both facilities. It is understood that maintaining aquatics facilities in two locations similar to the existing is desired to serve the residents well. Replacing the existing pools with a new facility obviously varies with the size and program of the facility contemplated. If the Sutton and Flora pools were replaced "in kind", the aquatics works (excluding buildings & site development) investment would likely be about $4.2 million at Sutton, and $4.6 million for Flora. Again, this is replacement of pools, decks, slides and activities with a substantially similar product. Costs do not include work related to buildings, perimeter fencing, parking or site infrastructure. If additional recreation components were to be considered, such as a lazy river or an activity pool, an additional investment of$1 .1 million to $1 .8 million to each facility would add both entertainment value and capacity to the facilities. There are capital funds in the FY18 recommended budget for FY22 in the amount of $40,000 to develop a Master Plan. There will become a time where the cost burden of maintaining the current pools will be too high. A significant investment in the future of our aquatic outdoor services will need to be planned for so that they will better meet the needs of the patron as well as improve the use of resources and efficiencies through operations. ACTION REQUESTED The Parks and Recreation Advisory Commission reviewed the 2016 Aquatic Facility Evaluation and recommends the City Council receive and file the report. Prepared by: Dan Kroger, Recreation Division Manager Cc: Janna Beau, Aquatics Supervisor 4 DEPARTMENT: STATE PROGRAM: PROJECT TITLE: PROGRAM: 4C Leisure Services/ Culture & Recreation Outdoor Aquatic Facilities Master Plan DEPARTMENT: 34 TOTAL Recreation Division PROJECT FDICIP NO: 102- COST $ 40,000 2016 2017 ACTUAL AMENDED BEYOND EXP BUDGET PROJECT BUDGET 2017-18 2018-19 2019-20 2020-21 2021-22 2022 A. EXPENDITURE ITEMS Consultant Services $ 40,000 $ — $ — TOTAL $ — $ = $ — $ — $ 40,000 $ B. PROJECT FINANCING DRA Distribution $ 40,000 $ — $ — TOTAL $ — $ — $ — $ 1$ 40,000 $ — PROJECT DESCRIPTION This project includes additional funding to hire an aquatic consulting firm to create a long range master plan for both Flora and Sutton Pools. JUSTIFICATION In Fall of 2016, a consulting firm performed a thorough assessment of both Flora and Sutton Pools. As a result of this assessment, a maintenance plan was developed to help lengthen the life of the current pools. However, both pools will have passed well beyond their normal life expectancy by the time this CIP request would be funded. During the assessment RFP process, staff did request for additional prices on Master Planning. Originally budgeted for that assessment was$30,000. The total project cost came in well below budget. As a result, there will be close to $11,000 that could be carried over and added to this request of$30,000. The total of the carryover and new request will fit within the aforementioned quotes for a quality Master Plan. RELATIONSHIP TO OTHER PROJECTS This project implements the Comprehensive Plan's Recreation Goal One: To provide a safe park and recreation system that continues to meet the community's needs for usable and accessible park and open space, objective 1.1) Continue to strive to improve the existing high-quality, safe park and recreation system and Goal Seven: To enhance the visual attractiveness of the community and park system, objectives 7.1) Support maintaining and enhancing all park areas in a manner that fosters community pride in the park system and 7.4) Consider continuing improvement program for park equipment, pavilions, and rest rooms. RELATIONSHIP TO SUSTAINABILITY PRINCIPLES This project implements the Sustainable Principle of Community Design. 106 t. tW�^r IS a. w ,� T' 00L �- � PAR r • FLO; r Vi M Prepared for City of Dubuque, IA r' T NICHOLAS �WIMMJV MSA P4 vv Tl ��• -� SERVICES W A T E R T E C H N O L O G Y I N C. 2016 Aquatics Facility Evaluation Dubuque, Iowa 2016 AQUATICS FACILITY EVALUATION Prepared for City of Dubuque, IA MSA Project # 00492055 February 8, 2017 Prepared by: Buildings: MSA PROFESSIONAL SERVICES, INC. MSA 400 Ice Harbor Drive#110 Dubuque, IA 52001 OX. Lees E. Carter Arndt More ideas.Herter solutions. camdt(a7msa-ps.com 608.355.8884 Aquatics: VV �, WATER0Parkvenue TECHNOLOGY, INC. 100 Park Avenue Beaver Dam, WI 53916 W A T E R T E O H N O L O G Y i N G. Matt Freeby, AIA mfreeby(aDwatertechnologyinc.com 920.887.7375 Electrical/plumbing/Ventilation: MEP ENGINEERS 374 Bluff Street Dubuque, IA 52001 563.587.8637 Dieter Muhlack, PE, LEED AP Mechanical Engineer DieterM@MEPenar.com Steven Sallwasser, PE, NCEES Electrical Engineer StevenS@MEPengr.com 2016 Aquatics Facility Evaluation Dubuque, Iowa TABLE OF CONTENTS 1.0 EXECUTIVE SUMMARY 1 1.1 Overview:.......................................................................................................................i 2.2 Comments.....................................................................................................................2 1.3 General Option & Budgetary SummarY...........................................................................3 2.0 EXISTING FACILITIES CONDITION ASSESSMENT—Sutton Swimming POOL 4 2.2 General Building & Grounds Information .......................................................................4 2.1.2 General Comments ...........................................................................................4 2.2 Architectural/Civil Facility Review..................................................................................5 2.2.2 Site....................................................................................................................5 2.2.2 Exterior Envelope..............................................................................................6 2.2.3 Interior Construction/Interior Finishes .............................................................. 7 2.2.4 Building Code/Accessibility ............................................................................... 7 2.3 Plumbing, HVAC& Electrical Facility Reviews................................................................8 2.3.2 Splash Pool Mechanical Room...........................................................................8 2.3.2 Men's Locker/Shower Room..............................................................................8 2.3.3 Women's Locker/Shower Room ........................................................................g 2.3.4 Concessions Rooms...........................................................................................g 2.3.5 Exterior .............................................................................................................g 2.3.6 Main Pool Mechanical Room .............................................................................g 2.3.7 Chlorine Storage Room ................................................................................... 10 2.4 Swimming Pools and Equipment- See Appendix I....................................................... 10 3.0 EXISTING FACILITIES CONDITION ASSESSMENT—FLORA Park Swimmming POOL 14 3.1 General Building & Grounds Information ..................................................................... 14 3.1.2 General Comments.......................................................................................... 14 3.2 Architectural/Civil Facility Review................................................................................ 15 3.2.1 Site.................................................................................................................. 15 3.2.2 Exterior Envelope............................................................................................. 16 3.2.3 Interior Construction/Interior Finishes .............................................................i7 3.2.4 Building Code/Accessibility ..............................................................................s7 3.3 Plumbing, HVAC& Electrical Facility Reviews.............................................................. 18 3.3.2 Splash Pool Mechanical Room.......................................................................... 18 3.3.2 Splash Pool Chlorine Room .............................................................................. 18 3.3.3 Main Pool Chlorine Room ................................................................................ 18 3.3.4 Janitor/Mechanical Room................................................................................ 18 3.3.5 Main Pool Mechanical Room ........................................................................... ig 3.3.6 Men's Locker/Shower Room............................................................................ sg 3.3.7 Women's Locker/Shower Room ...................................................................... ig 3.3.8 Exterior ...........................................................................................................20 3.3.9 Concessions Building.......................................................................................20 3.4 Swimming Pools and Equipment—See Appendix I ......................................................20 Page 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report docx 2016 Aquatics Facility Evaluation Dubuque, Iowa 4.0 RECOMMENDATIONS FOR REPAIR AND/OR REPLACEMENT 25 4.1 General Comments...................................................................................................... 25 4.2 Cost Avoidance............................................................................................................ z5 4.3 Sustainability............................................................................................................... 25 4.4 Recommended Building and Site Improvements.........................................................26 4.4.1 Sutton Pool Facility.......................................................................................... 27 4.4.2 Flora Pool FacilitY..............................................................................................31 4.43 Prioritized Summary of Building and Site Improvements.................................36 4.5 Facility Options............................................................................................................ 43 LIST OF APPENDICES APPENDIX IA Aquatic Evaluation - Nicholas J. Sutton Swimming &Wading Pool APPENDIX IB Aquatic Evaluation - Flora Park Swimming&Wading Pool APPENDIX II City of Dubuque Sutton and Flora Swimming Pools 10 Year Capital Improvement History/Projection APPENDIX III Acknowledgements Page ii 92016 MSA Professional Services,Inc P:W90sW92V00492055\DocumentsV eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 1.0 EXECUTIVE SUMMARY 1.1 Overview: The City of Dubuque, Iowa operates two outdoor swimming pools. The Nicholas J. Sutton Swimming Pool located at 1900 Hawthorne Street,and Flora Park Swimming Pool located at 2525 Green Street. Each facility includes a large main pool and a separate small wading children's activity pool.The aquatic facilities were originally constructed in 1991 (Sutton) and 1992 (Flora).The wading pools and associated pool deck with equipment were added in 2001. An evaluation of the existing City aquatic facilities is desired to consider the near and long term facility needs in regard to code compliance, function, and physical condition. The goal of this review is to provide the City further information to make an informed decision as to the future of the facilities. Long-term, practical,and cost effective measures are desired. Alternatives may include implementation of maintenance measures, renovation efforts and/or facility replacement. The intention is for the facilities to meet all applicable local, state,and federal building code requirements. The facility observations and identified needs are based on facility tours and a meeting that took place on October 13 and 17, 2016 at the end of the 2016 swim season. General consideration of the following: - Buildings -Site/Civil -General Structural -Aquatics - Plumbing - Electrical - Building Ventilation Page 1 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 1.2 Comments The facility overview comments listed in this report are based on observations and on professional opinion. The conclusions identified are general, with the exact detailed/engineered physical needs not necessarily defined. The goal is to consider the relative options to allow the City to make an informed decision regarding future facilities. Corrective measures and items noted will require further and more detailed consideration during final development and implementation of the selected alternative/project. This report is the initial stage in the City's recognition of possible needs. This report will serve as the starting point to facility-related decisions that will be made in the future,and the implementation of long-term and effective solutions to meet these needs. The implementation of the corrective measures can be established in a timetable based on the City's priorities and financial resources. Priority is recommended in code deficiencies, malfunctioning equipment and maintenance measures to minimize detrimental deterioration. In the process of improving existing facilities some cost savings, based on reduced energy consumption, can be achieved. However, when new construction replaces existing facilities, higher energy consumption costs are often encountered. New facilities are often larger than the ones they replace, and mechanical and ventilation requirements meeting today's building codes are more stringent. However, with proper development and in some cases added investment in sustainable technologies, energy consumption may remain constant or in some cases be reduced. Asbestos and lead paint was not reviewed as part of this study, but material such as this that has the potential to be asbestos-bearing can be expected in the facility. It is recommended that a facility asbestos and lead paint survey with material testing be conducted to identify all asbestos in the building. If needed, this sort of study is relatively inexpensive, but will allow the City to manage this material and budget for its removal. This information is required whether the facilities are renovated or demolished. Accessibility was reviewed for general compliance with accessible routes and spaces. This review was done to better identify the general viability of the ongoing use of the facility and to identify major work required for compliance. A detailed Accessibility Transition Plan for all City's programs, policy and services is recommended if it does not already exist. Page 2 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 1.3 General Options & Budgetary Summary The general findings of this assessment are that the facility has needs, but there are feasible alternatives to address them if continued use is desired. However some of these improvements are relatively expensive. The ongoing improvement items for the next 5 years are identified in this report. One unknown factor is the ongoing water leakage at both facilities. Testing and evaluation of this matter is recommended as identified in the Aquatics Improvement Option portion of the report. This work would be performed by specialty pool and/or piping contractor to evaluate this problem. Accordingly, the associated corrective measures to address this are yet to be determined. At the Flora Pool, an underground yard hydrant water line leak was specifically identified with this review. After its correction,the City can monitor if other water leakage continues or if this has solved the problem at the Flora Pool. The balance of the continued capital investment into aged but seemingly adequate facilities verses the partial or complete replacement of one or both facilities does warrant City's further fiscal consideration. The cost of ongoing maintenance for continued usage of the facilities is roughly budgeted at 1.2 to 2.4 million dollars at the Sutton Pool and 1.4 to 2.6 million dollars at the Flora Pool. This potentially totals 2.6 to 5.0 million dollars for both facilities over the next 5 plus years. There are alternatives to majorly improve and/or replace one or both of these facilities. New facilities would see a much lower maintence cost in the first 10-20 years of usage, but at a much higher initial cost outlay. New facilities would also offer a longer projected life than the current facilities. For a complete "in-kind" facility replacement, the overall global budgets are over 7 million dollars for each facility. Thus totaling over 14 million dollars for both. It can be noted that newly designed facilities can offer opportunities to develop an enhanced aquatic experience with added amenities but those may come a higher initial cost. It can also be noted that it is typical for new facilities to experience increased user-ship and revenue. Development of specific renovation or new concepts and designs for new and/or auxiliary aquatics facilities was not part of this review, but could be provided as a supplementary professional service if desired. Please reference section 4.5 for a further summary of options. Page 3 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 2.0 EXISTING FACILITIES CONDITION ASSESSMENT—SUTTON SWIMMING POOL 2.1 General Building & Grounds Information 2.1.1 General Comments - The buildings associated with this facility are in relatively good condition. Accordingly the buildings are suited for long-term use. - Facility generally complies with the Federal American's with Disabilities Act of 1990, but some deficiencies are identified below. - City's prime concern is associated with water loss and understanding long- term viability of facility. Further desire is for a Family Restroom and Kid's Party areas. Location: Nicholas J. Sutton Swimming Pool, 1900 Hawthorne Street, Dubuque, IA Existing Building Construction: Year Built 1991 Year of Children's Pool Addition 2001 3 Buildings: Bath House, Equipment Building, Storage Shed Use: Changing, Staff Concessions, Pool Equipment, Storage, Seasonal (warm weather use) Foundation Cast-in-place concrete Exterior Walls Load-Bearing Masonry (Clay Brick/CMU), Metal siding at Shed Interior Walls Masonry (CMU) Roof Structure Glu-Lam &wood decking, Metal Panel at Shed lilt � K vu ors r s. rn. Page 4 92016 MSA Professional Services,Inc P:W90sW92V00492055\DocumentsV eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 2.2 Architectural/Civil Facility Review 2.2.1 Site (1) Concrete sidewalks are cracked and in need of spot repairs. (2) The accessible route sidewalks leading from parking to the entry have horizontal separations greater than %:". Provide self-leveling sealant to fill voids. (3) The curb ramps leading from parking to the accessible route sidewalks are lacking detectable warning panels and suitable landing. Replace curb ramps. (4) The parking lot is in need of crack filling and seal coating,or would benefit from a more substantial parking lot reconstruction effort. (5) Pre-cast parking blocks in the parking lot are deteriorating, and exposed rebar and inconsistent heights are present. Parking blocks should be replaced with new, or preferably replaced with standard cast-in-place curb and gutter if a more substantial parking lot reconstruction effort is undertaken. (6) Significant truck traffic was observed entering and exiting the parking lot from adjacent facilities, if a more substantial parking lot reconstruction effort is undertaken, circulation in the lot should be evaluated and truck traffic routed a greater distance away from the facility. (7) Slide Tower (see aquatics) requires complete prep and repaint of the streel structure along with provisions to anchor the sunshade structure down to the platform. (8) The pool deck/sidewalk south west of the Pool Equipment Building has apparently settled or the building lifted,creating a 3"vertical difference. Cause is unclear, but it is most likely due to a water leak in this area that is undermining the deck/sidewalk. (9) The fixed southwest Sunshade Structure has steel connectors and components that are rusting. These should be properly prepped and repainted. (10) There is a variety of brick, stone and concrete block landscape walls. There are some loose and/or cracked cap bricks and stones. Repair,some replacement,tuck pointing and sealant work is needed. (11) The brick bases at the main entry concrete benches have efflorescence occurring that indicates water infiltration. Some tuck pointing and sealant work is needed. (12) No exterior security system is provided resulting in higher likelihood of vandalism and property damage. (13) The water playground was constructed over the top of a large diameter water main. If a failure were to occur in this water main, significant disruption or damage to the equipment may occur. Page 5 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa w 'it Apr �,.. I IlkIlk kLtM v moo, ` e, r w 2.2.2 Exterior Envelope (1) Roofs; Asphalt shingle roofing is 5 years old and in good condition. Some nail pops present at dormer edges. The metal roof edge is painted with some minor rusting. Preparation and repainting is recommended. An optional accent color could improve the appearance as well. (2) Soffit areas have exposed wood laminated beams and wood decking that require cleaning and staining. (3) Exterior walls are masonry with a brick exterior face and a concrete masonry unit interior face. The walls are in good condition with some sealant joints (control joints and opening perimeters) that are in need of removal and replacement at both the exterior and interior side of the walls. There is one brick with a popped/cracked face at the lower right- hand corner of a large wall louver. (4) There are limited exposed steel lintels at openings and some are rusty; requires preparation and painting. (5) The gas service wall penetration requires sealant, and the piping and meter require painting. (6) There are concrete foundations cracks at the outside corners of the equipment building. Seemingly they are being caused by expansion and contraction brick movement,and the lack of wall control joints. The brick wall is not cracked, and structural failure is not anticipated. One corrective measure could be adding one vertical control joint at each wall. (7) Doors: Most doors have been replaced with FRP doors, except the exterior hollow metal door and frame at the concessions that is rusting and requires preparation and repainting, or complete replacement with FRP (8) Some door closers have rusting arms. Page 6 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa (9) Windows: The replaced lifeguard window requires multiple beads of perimeter sealant. 2.2.3 Interior Construction/Interior Finishes (1) Wall painting required at staff areas. (2) For best longevity, the interior exposed roof structure (wood decking, siding & beams) requires staining. Preparation and painting at the connector glu-lam beam bracket connectors. There are also rusting brackets at the chemical/equipment areas. 2.2.4 Building Code/Accessibility (1) Eyewash/shower stations are not provided at the Chemical Storage areas. (2) All room signage is not compliant with raised characters, braille and proper mounting. (3) There is some very apparent movement taking place in the pool deck north of the bath house. Slopes are in excess of the 1/20 maximum and many exceed 1/12. This is an accessibly issue, potential safety concern (stumbling), and a sign of a bigger issue of continued long-term displacement. (4) The concessions concrete service counters/windows are 44" high, and 34-36" is required for a service counter. (5) The central admission concrete service counter is 40" high, and 34-36" is required for a service counter. (6) There is not an accessible shower stall at the Women's Changing Room. (7) There is not an accessible changing bench at either Locker Room. (8) The baby changing stations are in poor condition and not accessible. (9) The Men's accessible toilet is located to far from the toilet partition (21" vs. 18").Toilet partition replacement may correct this. (10) The accessible mirrors are too high to the bottom edge (46" vs. the required 40"). Provide supplemental full height mirror. (11) The Men's accessible shower head is 54"vs. 48". (12) Some soap dispensers are too high; 48" maximum required. (13) Offset lavatory traps and insulation required; see plumbing comments. (14) Accessible toilet seats are slightly too high (3/8"+/-). Replace the seats with a low profile seat for compliance. (15) Sloping locker room floor surfaces are steeper than the maximum 1/50 cross slope requirement in some areas. (16) Multi-roll toilet paper dispensers mounted in close proximity above grab bars are an impedance to use of the grab bars. (17) A family changing room is not provided. This was not required at the time of the original construction, and therefore is not required. Adding such a room is one strategy to address accessibility needs and gender neutral issues. Page 7 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 2.3 Plumbing, HVAC& Electrical Facility Reviews 2.3.1 Splash Pool Mechanical Room (1) Water service has meter and backflow preventer, then splits to underground line for pool fill,and to a RPZ for bathhouse building water. Copper and steel piping have surface corrosion, but is not in danger of failure. (2) Domestic water heater built in 2009 Rheem-Ruud 199,000 BTU input with 91 gallon storage. It is in fair condition with outside cover rusting, and a few spots of rust through. Expect to replace unit in 5 to 10 years. Water piping in vicinity of water heater has external corrosion,but not in danger of failing. Should be replaced when water heater is replaced. (3) Water heater has an ASSE1017 thermostatic mixing valve that serves single temperature showers and lavatories. Current code requires ASSE 1069 for showers. (4) Domestic hot water recirculation pump appears to be in okay condition. Pump does not have any automatic controls. Energy code requires thermostat and demand controls. (5) Water heater flue and gas piping are rusty. They should be replaced when water heater is replaced. (6) Gas regulator vents relieve outside under roof eve. If regulator leaks gas it will reenter the building through the screened openings. Relief should run up through roof or up beyond the roof edge. (7) Two ceiling fans are in fair condition with rusty blades and housings.They are past their average life expectancy, but not critical to room operation. Replace when they fail. (8) Chemicals are used and stored in pump room, there is no leak detection or mechanical ventilation. Switching of fan and lights should be from outside room if chlorine is stored in the room. (9) The electrical panels and disconnects have a significant amount of corrosion. We inspected a disconnect that had significant exterior corrosion and found no corrosion on any of the working parts or electrical connections. It is our recommendation that all operable handles be operated once a year to provide a level of assurance that they will operate when needed. The corrosion wasn't sufficient to compromise the integrity of the metal. 2.3.2 Men's Locker/Shower Room (1) Showers have one drain for multiple heads. Current plumbing code does not allow water from one person to travel past another's shower. (2) ADA shower does not meet requirements. Head is 4'-4" above floor; current ADA calls for 4'-0". (3) Lavatories do not have ADA insulation protection on waste and water piping. (4) Cold water piping is insulated with ASJ jacketed fiberglass insulation that is falling apart. New insulation should be installed, and have a water proof insulation jacket. (5) Hot water and hot water return piping is not insulated. System has hot water recirculation and should be insulated. Page 8 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa (6) Room has a hose bib without code required backflow preventer. Install a screw on vacuum backflow preventer. 2.3.3 Women's Locker/Shower Room (1) Some showers have drain for multiple heads or drains in adjacent stall, current plumbing code does not allow water from one person to travel past another's shower. (2) ADA shower does not meet requirements. Head is 4'-4" above floor; current ADA calls for 4'-0". (3) Lavatories do not have ADA insulation protection on waste and water piping. (4) Cold water piping is insulated with ASJ jacketed fiberglass insulation that is falling apart. New insulation should be installed, and have a water proof insulation jacket. (5) Hot water and hot water return piping is not insulated, system has hot water recirculation and should be insulated. (6) ADA water closet flush valve does not meet requirements because the handle is not facing the open side of stall. Can either re-pipe or install automatic flush sensor unit. (7) Room has a hose bib without code required backflow preventer. Install a screw on vacuum backflow preventer. 2.3.4 Concessions Rooms (1) Electric water heater is an electric 120V, 2000W 10 gallon unit manufactured 5-2005. It is in okay condition. Water heater system does not have a thermostatic mixing valve. Code requires an ASSE1017 thermostatic mixing valve at water heater. (2) Lavatory does not have insulation and faucet handles, which does not meet ADA requirements. (3) Room has a hose bib without code required backflow preventer. Install a screw on vacuum backflow preventer. (4) All receptacles in kitchen area need to be GFI. 2.3.5 Exterior (1) Natural gas pipe comes out of the ground next to the building and enters mechanical room about 6" above floor. It is a potential tripping hazard outside. (2) Outside hose bibs require backflow preventers. Install a screw on vacuum backflow preventer. 2.3.6 Main Pool Mechanical Room (1) Main pool gas heater is Raypak model P-3500. Input = 3,500 MBH, output= 2,870 MBH. This unit was installed in 2008 and replaced a smaller heater. BTU capacity units require 2 free area openings of 6.1 SF each; one commencing within 12" of floor, and the other within 12" of top of enclosure. (2) Wall hose bib does have a vacuum breaker backflow preventer, but appears to be leaking water. Unit needs to be repaired. Page g 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 2.3.7 Chlorine Storage Room (1) Room has power exhauster through wall, this fan should provide 15 air changes per hour, approx. 400 CFM. Existing plans do not provide an air flow rate. Fan does not appear to be functioning. It should turn on when lights are on. Replace fan with new unit. (2) No eye wash or emergency shower exists outside of room, OSHA requires where chemicals are used. (3) Room has no leak detection. Current code requires detector and an alarm. Alarm needs to be on exterior of the room. 2.4 Swimming Pools and Equipment- See Appendix I Page io 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 2.2.1.(3)Curb Ramps missing detectable warning 2.2.1(4) Parking lot pavement deficiencies 1 o- LA 2.2.1(5)Parking block condition 2.2.1(6)Truck route adjacent to facility r f" 2.2.2(1)Nail Pop at Shingles 2.2.2(1)Soffits&Beams Needing Stain Page ii 92016 MSA Professional Services,Inc P:W90sW92V00492055\DocumentsV eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 1 �Q P 2.2.2(3)Sealant at Brick 2.2.2 (4)(9)Paint lintels and add sealant at window - " 2.2.2(6)Eq.Bldg.Foundation Cracks 2.2.2 (7)Rusty Door Frame WOMEN I M 2.2.4(2)Non-compliant signage 2.2.4(3)South deck movement/steep slopes Page 12 92016 MSA Professional Services,Inc P:W90sW92V00492055\DocumentsV eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 2.3.1(S)Corroded electrical panels due to chemical 2.3.1(5)&2.3.1 (7)Rusty flue and fan. storage in room. I (I 2.3.1(2)Rusty water heater. 2.3.1(2) Pipe corrosion at water heater and pump. k 2.3.3(7)Hose bib without backflow prevention. 2.3.3(6)Water closet with flush valve handle on wrong side. Page 13 92016 MSA Professional Services,Inc P:W90sW92V00492055\DocumentsV eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 3.0 EXISTING FACILITIES CONDITION ASSESSMENT—FLORA PARK SWIMMMING POOL 3.3. General Building & Grounds Information 3.1.1 General Comments - The buildings associated with this facility are in relatively good condition. Accordingly the building is suited for long-term use. - Review included the free standing concessions building. - Facility does generally comply with the Federal American's with Disabilities Act of 1990, but some deficiencies are identified below. - Higher user ship than Sutton Pool. The proximity to residential areas,and the added amenity mix is understood to contribute to the higher usage. - City's prime concern is associated with water loss and understanding long- term viability of facility. Further desire is for a Family Restroom and Kid's Party areas. Location: Flora Park Swimming Pool, 2525 Green Street, Dubuque, IA Existing Building Construction: Built 1992 Added Children's Pool 2001 Concession Building Unknown, Possible early 90's (not indicated on original drawings) 3 Buildings: Bath House, Concession Building and Storage Shed Uses: Bath House- Staff, Changing & Pool Equipment, Seasonal Use (warm weather) Concessions- Food Service & Gathering/Storage Room (in the past the gathering portion of the building was utilized as a warming shelter for ice skating) Shed-Storage Foundation: Cast-in-place concrete Exterior Walls: Load-Bearing Masonry (CMU/Face brick), Metal Siding at shed Interior Walls: Masonry (CMU) Roof Structure: Bath House: Glu-Laminated Beams,Wood Decking Concessions Bldg.: Wood Rafters Shed: Metal Panel I-� Page 14 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 3.2 Architectural/Civil Facility Review 3.2.1 Site (1) Some interior and exterior cconcrete sidewalks are cracked and in need of spot repairs. (2) There are indications of inadequate inlet capture in the parking lot adjacent to the concession stand, and the lack of curb and gutter allows for runoff to impact the structure and area around it. (3) Longitudinal slope for designated accessible parking stalls is too great. This could be addressed with parking lot rehabilitation in the future. (4) Signage for designated accessible parking stalls should be replaced or added. (5) The curb ramp between parking and the accessible route to the facility entry are lacking detectable warning panels. Detectable warning should be added. The curb along the ramp is somewhat of a tripping hazard as well. (6) Rim of area drain between playground and water playground should be raised, and the grading adjusted to reduce the slope in the turf area to improve maintenance and safety. (7) There is no accessible route to the playground in the pool area. (8) The playground surface is not ADA compliant, and also creates a maintenance issue with sand being tracked onto the pool deck. (9) Drain for the foot washing station between the pool and the playground appears to be plugged. This should be cleaned, and it is recommended the line be televised at that time to check its condition. (10) There is insufficient lighting on the top platform of the Slide Tower for evening hours of operation. (11) Wall-pack lighting should be added to the east side of the concession stand. (12) A vertical separation in the concrete sidewalk under the south Sunshade Structure should be ground down or replaced. (13) Slide Tower (see aquatics) requires complete prep and repaint of the streel structure, along with provisions to anchor the sunshade structure down to the platform. (14) The concrete block landscape wall near side concessions entry has a small missing cap section. (15) There are steel railings mounted in the concrete deck. These rails are rusty at their base at some locations. Repairs and regular repainting needed. (16) No exterior security system is provided resulting in higher likelihood of vandalism and property damage. Page 15 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa D f 1 uu 00Ok to , - ` y' mills Oil TAS 3.2.2 Exterior Envelope (1) Roofs: Asphalt shingle roofing is 5 years old at the Bath House and in apparent good condition. Asphalt shingle roofing at the Concession Building does not match that of the Bath House;thus its age is uncertain, but also in apparent good condition. (2) Wood fascia, soffit (at serving area) and gable siding at Concessions Building along with the Bath House soffit areas with exposed wood laminated beams and wood decking requires cleaning and staining. (3) Exterior Walls are masonry with a brick exterior face and a concrete masonry unit interior face. The walls are in good condition with sealant joints(control joints and opening perimeters) that are in need of removal and replacement at both the exterior and interior side of the walls. Some north facing brick areas at the base of wall require cleaning on both buildings. (4) There are limited exposed steel lintels at openings and some are rusty; requires preparation and painting. There are some locations at steel lintel bearing with mortar cracking and require mortar joint repair. (5) Concessions Building Doors: Doors and frames need painting. The glass is single pane glass verses the recommended insulated glass. Some locations are and aged with checked cracking that obscures transparency. Page 16 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa Replacement with tempered insulated glass recommended since the building is heated. (6) Concession gathering room windows. Low quality metal windows with single pane glazing. Window replacement recommended. (7) The concession service openings has a non-insulated coiling door, and a screen/plexiglass food service window system. Since the building is heated, replace both with an insulated Ready-Access type food service window. (8) The gas service wall penetration requires sealant, and the piping and meter require painting. (9) Heater stacks are painted with some rust; repaint. (10) Downspout at south west corner of the concessions building is crushed. 3.2.3 Interior Construction/Interior Finishes (1) Wall painting required at staff and equipment areas. (2) At the interior exposed roof structure staining for the wood decking, beams,and siding is a long term need. (3) At the interior exposed steel glu-lam beam bracket connectors there is rust that requires preparation and painting. (4) At the concession building the gypsum ceiling and gable end walls have some drywall cracking and joint failures. Repair and repaint gypsum board in public areas. (5) Some new sealant around plumbing fixtures is needed. (6) A lack of reservable party room(s) was noted as a concern, but it was noted that the Concessions building may serve this function very well. 3.2.4 Building Code/Accessibility (1) Eyewash/shower stations are not provided at the Chemical Storage areas. (2) All room signage is not compliant with raised characters, braille and proper mounting. (3) The concessions concrete service counters/windows are 44" high, and 34-36" is required for a service counter. (4) The central admission concrete service counter is 40" high, and 34-36" is required for a service counter. (5) There is not an accessible shower stall at the Women's Changing Room. (6) There is not an accessible changing bench at either Locker Room. (7) The baby changing stations are too high; provide additional changing stations or replace/remount the existing. (8) The locker room accessible mirrors are too high to the bottom edge (46" vs. the required 40"). Provide supplemental full height mirror. (9) The exterior drinking fountain has a spout at 37.5" versus the required 36". (10) The Men's accessible shower head is 54"vs. 48". (11) Some soap dispensers are too high; 48" maximum required. (12) Offset lavatory traps and insulation required; see plumbing comments. (13) Sloping locker room floor surfaces are steeper than the maximum 1/50 cross slope requirements in some areas. Page 17 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa (14) Multi-roll toilet paper dispensers mounted in close proximity above grab bars and are an impedance to use of the grab bars. (15) A family change room is not provided. This was not required at the time of the original construction and therefore is not required. Adding such a room is one strategy to address accessibility needs and gender neutral issues. 3.3 Plumbing, HVAC& Electrical Facility Reviews 33.1 Splash Pool Mechanical Room (1) Two ceiling fans are a little rusty. They are past their average life expectancy, but not critical to room operation. Replace when they fail. (2) Existing louver too high for required combustion air. One opening should be within 12" of floor,the other within 12"of top of enclosure. 33.2 Splash Pool Chlorine Room (1) Room has no leak detection. Current code requires detector and an alarm. Alarm needs to be on exterior of room. (2) Room has no mechanical ventilation; only has opening high on one wall. An exhaust fan located 8" above floor should be added that produces 15 air changes per hour with wall switch located outside of the chlorine storage room. (3) Janitor sink faucet and copper piping are corroded. Faucet is in poor condition. Recommend replacement of faucet and piping in next 5 years. (4) No eye wash or emergency shower exists outside of room. OSHA requires one where chemicals are used. (5) Light switch needs to control ventilation as well as lighting,and needs to be on exterior of room. 333 Main Pool Chlorine Room (1) Room has no leak detection. Current code requires detector and an alarm. Alarm needs to be on exterior of room. (2) Room has power exhauster through wall. The fan should provide 15 air changes per hour. Existing plans did not give an air flow rate. Fan does not appear to be functioning. It should turn on when lights are on. Replace fan with new unit. (3) Repair GFI receptacle labeled not working. (4) Electrical panels are rusty and paint is peeling off. Interior appears to be in good condition. 33.4 Janitor/Mechanical Room (1) Domestic water heater built in 2003; 75,100 BTU input with 75 gallon storage. It is externally in good condition, but approaching its end of life expectancy. The flue is crooked and touching some hot water piping insulation. Insulation has turned brown where touching hot flue. Straighten flue to avoid touching insulation. Page 18 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa (2) Water heater has an ASSE1017 thermostatic mixing valve that serves single temperature showers and lavatories. Current code requires ASSE 1069. (3) Domestic hot water recirculation pump appears to be in okay condition. Pump does not have any automatic controls. Energy code now requires thermostat and demand controls. (4) Not all hot water piping is insulated, insulate hot water and hot water return piping. 3.3.5 Main Pool Mechanical Room (1) Main pool gas heater is Raypak model P-1670. Input=1,670 MBH,output = 1,352.7 MBH. This unit has original flue and is in poor condition with rusting. When heater is replaced replace flue. If heater is increased make sure combustion intake is sufficient. Each of the two openings shall be 1 sq in. per 4,000 BTU input. One opening within 12" of floor, and other within 12" of the top of enclosure. (2) Domestic water heater built in 2015. Rheem 75,100 BTU input with 75 gallon storage. It is in good condition (3) Hot water piping is not insulated. Insulate hot water and hot water return piping. (4) Electrical wireway is not properly closed. 3.3.6 Men's Locker/Shower Room (1) Showers have one drain for multiple heads. Plumbing code now does not allow water from one person to travel past another's shower. (2) Lavatories do not have ADA insulation protection on waste and water piping. (3) Cold water piping is insulated with ASJ jacketed fiberglass insulation, jacket is falling apart. New insulation should have a water proof insulation jacket. (4) Hot water and hot water return piping is not insulated. System has hot water recirculation and should be insulated. (5) Room has a hose bib without code required backflow preventer. Install a screw on vacuum backflow preventer. 33.7 Women's Locker/Shower Room (1) Some showers have a drain for multiple heads or drains in adjacent stall, plumbing code now does not allow water from one person to travel past another's shower. (2) ADA shower does not meet requirements. Head is 4'-4" above floor, current ADA calls for 4'-0". (3) Lavatories do not have ADA insulation protection on waste and water piping. (4) Cold water piping is insulated with ASJ jacketed fiberglass insulation that falling apart. New insulation should have a water proof insulation jacket. (5) Hot water and hot water return piping is not insulated. System has hot water recirculation and should be insulated. Page 19 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa (6) Water closet flush valve does not meet ADA because the handle is not facing the open side of stall. Can either re-pipe or install automatic flush with sensor. (7) Room has a hose bib without code required backflow preventer. Install a screw on vacuum backflow preventer. (8) Receptacles next to sink needs to be G FI. 3.3.8 Exterior (1) Rinse shower between pool and play area requires tempered water. (2) Hose bibs around pool area require vacuum breakers (3) There is a leak in water system serving pool deck hose bibs. Replacement of piping would require major concrete work. Recommend closing shutoff valve near water service entrance whenever hoses are not being used until system can be replaced. 3.3.9 Concessions Building (1) Kitchen sink has 2 hose bibs without backflow preventers. Install screw on vacuum breaker back floe preventer. (2) Kitchen sink waste does not meet code. Sink drain extends down into waste piping, and an air gap is required. Also trap made of multiple elbows is not a code compliant P trap. (3) Lavatory does not have ADA insulation protection on waste and water piping. (4) Water heater in mechanical room does not code required thermostatic mixingvalve. Add an ASSE1017 thermostatic valve. (5) Mop sink in mechanical room has 2 hose bibs without backflow preventers. Install screw on vacuum breaker back floe preventer. (6) Restroom water closet does not meet ADA because flush handle is not on open side of room. Tank would need to be replaced. (7) All receptacles in kitchen area need to be GFI. 3.4 Swimming Pools and Equipment— See Appendix I Page 20 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa nlui 3.2.1(2)Inadequate intake and lack of curb and gutter 3.2.1 (4)Missing accessible parking stall signage rl - - __r 3.2.1(5)Curb Ramp missing detectable and tripping 3.2.1 (6)Area drain to be raised All a -- 3.2.1(7)(S) Playground 3.2.1 (12)Vertical separation in concrete Page 21 92016 MSA Professional Services,Inc P:W90sW92V00492055\DocumentsV eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 3.2.2(2)Concession siding/soffit fascia stain 3.2.2(2) Bath House Stain s 1 3.2.2(3)Sealant at Brick 3.2.2(3)(4)Area drain to be raised G 5' 3.2.2(6)Concessions door repaint and glazing replacement 3.2.2(7)Concession Bldg.Windows Page 22 92016 MSA Professional Services,Inc P:W90sW92V00492055VDocumentsV eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa �► �.a I! soM RON f _ /rte%//%/rte• ,, _ 3.2.2(B)Concessions non-insulated service window 3.2.3(1)Staff&equipment areas in need or painting 3.2.3(2)Interior stain needed 3.2.3(3) Rusty beam connectors need prep/paint 3.2.3(4)Concession Bldg.drywall cracks and other 3.2.4(2) Non-Compliant Room Signage Page 23 92016 MSA Professional Services,Inc P:W90sW92V00492055\DocumentsV eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa L _ r _ I _ 3.3.7(1)Shower water from 1 shower runs over to 3.3.7(4)&3.3.7 (7)Poor condition insulation&hose bib adjoining stall. without backflow preventer. 3.3.6.1 Single drain for all showers,water runs across 3.3.7.6 Flush valve handle facing wrong way. floor where others have to walk to get to shower. 3.3.5(1)Rusty pool heater and flue. 3.3.4(1) Insulation touching hot flue. Page 24 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 4.0 RECOMMENDATIONS FOR REPAIR AND/OR REPLACEMENT 4.1 General Comments The aquatic facilities are in solid condition, but do have on-going issues and deficiencies due to its age and configuration. If the facilities remain for long term use, upgrades are recommended to accommodate staff and public needs. A new facility(s) offers the most positive attributes. Some advantages include increased user ship and lower long term major maintenance needs. New facilities could address current and future needs, along with provisions that allow for simple future expansion and amenities. General user ship observations conveyed by the City include the fact that the Legion Pool is embedded in a neighborhood with a seemingly more remote general community access and community visibility, but the facility does see greater usage and neighborhood patronage. The VFW pool, however, is located in a more general area from access standpoint with more dedicated parking infrastructure and is located in the same park as the Dubuque Community Center. 4.2 Cost Avoidance Any effort to address the City of Dubuque's facility and department needs requires a strategy to avoid spending money on facilities that will be replaced in the long-term due to inadequacies. The avoidance of such inefficient expenditures is desirable. If major building projects are undertaken,such a strategy can be expected to require a larger initial expenditure to reap the benefit of such long term savings and department efficiencies. In the process of remodeling existing facilities (if they are not expanded), cost savings based on reduced energy consumption can be achieved by improving the exterior envelope construction of the buildings with added insulation and replacement windows. However, when new construction replaces existing facilities, higher energy consumption costs are often encountered. New facilities are often larger than the ones they replace and mechanical and ventilation requirements meeting today's building codes are more stringent. With proper development and added investment in sustainable technologies, energy consumption will be reduced from an option without such measures. 4.3 Sustainability A positive goal to consider is the sustainable means and methods which would best develop the City's facilities. Sustainable means can be achieved with the use of energy efficient equipment and design along with items made of renewable materials. Sustainable measures are those which fulfill present and future needs while preserving and not harming renewable resources through unique human-environmental systems of a site or building,thus including air,water, land,energy,and human ecology and/or those of other off-site sustainable systems. The built environment associated with the City's buildings and grounds is a key consideration when addressing this goal. This is a very relevant consideration, between the resources needed to construct and maintain the facility and the energy consumed by a facility. Page 25 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa Ideally added efficiencies can be captured as part of the ongoing improvement efforts and possible replacement. Such sustainable measures should save the City money in the long run, and thus be a good investment and of positive value. Though this report does not develop specific sustainable measures,any proposed project with renovation or new construction should be developed and constructed with sensitivity to sustainability. 4.4 Recommended Building and Site Improvements The recommended building and site improvements of this overview study are general in nature. The items identified are specific to perceive needs, and DO NOT include ongoing facility general maintenance items that are not deficient at this time. They can vary in nature from code improvements, maintenance improvements to aesthetic improvements. Priorities are subjective to the City's consideration, and the needs can intermingle and vary based on implementation. Accordingly the following list of priority categories may merge and intertwine, but the following offers some groupings for the City to consider. Priority Types: Priority Immediate Observed Life Safety, Hazardous and priory Physical Conditions. Priority B 1 to 2 years; Maintenance items or non-priority code items. Priority 1 to 4 years; lower priority maintenance item, performance enhancing or code deficiency that is otherwise grandfathered (optional). Priority D 1 to 6 years (optional); aesthetic amenity Improvement to provide greater enjoyment to the patrons. Not all identified deficiencies can be easily addressed by a renovation effort. In some case facility replacement may be more practical, and thus renovation costs for such items are not budgeted. Such items include the small and inadequate concessions facilities. The following cost estimates are general and very approximate, for general budgeting purposes and "Big-Picture' facility consideration. The nature of costs can vary widely based on the method of how the work is combined and implemented. When the project priorities and the desired work are identified, it is recommended to work with an architect/engineer to further develop the detailed solutions to thoroughly address the facility needs. Costs do not include Architectural and Engineering fees since those fees can vary greatly depending on the nature of services provided. NOTE: Aquatics items are not listed in section 4.4. For the individual aquatic items in need, please see Appendixes IA & IB for the full Aquatic Evaluation report. These sections each includes a prioritized summary of the specific aquatics improvements on pages g through 12. Page 26 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 4.4.1 Sutton Pool Facility Item Recommendations Probable Cost Priority # Range Type 2.2.1 Site 1 General sidewalk repair. $2,000-4,000 C 2 Fill horizontal separations in sidewalk $600-1,000 A accessible route. 3 Install detectable warning panels in curb $3,000-4,000 B ra m ps. 4 Parking lot rehabilitation or replacement. $30,000-110,000 B 5 Replace parking blocks. $8,000-10,000 C 6 Re-route Truck Traffic. $80,000-110,000 C 7 See Aquatics Item that addresses this. 8 Repair vertical separation southwest of Pool $7,000-9,000 C Equipment Building. 9 Repaint southwest Sunshade components. $2,000 A 10 Repair landscape walls with tuck pointing $3,000-5,000 B and sealing. 11 Repair brick bases for concrete benches at $1,000-1,200 B entry with tuck pointing and sealing. 12 Install exterior security camera system. $10,000-20,000 C 13 Relocate water main from under Water $25,000-35,000 D Playground. 2.2.2 Exterior Envelope 1 Minor roofing repairs and paint roof edge. $3,000 C 2 Prepare and stain wood soffits/beams. $4,000 B 3 Sealant and minor masonry repairs. $4,000 B 4 Prepare and paint all exposed steel lintels. $1,000 B 5 Prepare and paint Gas service and seal wall $1,000 B penetration. Repair foundation with excavation, removal of loose concrete and wall patching. Adding 6 full height masonry control joints are a $6,000-12,000 C further option that is included in this cost, but based may not be necessary based on the age of the facility. Page 27 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa Item Recommendations Probable Cost Priority # Range Type 7 Concessions door repair and repaint or $1,000-5,000 B replace with a new FRP door&frame. 8 Replace 2 closers. $500 C 9 Add perimeter sealant at lifeguard window. $100 B 2.2.3 Interior Construction/Interior Finishes 1 Wall Painting. $1,000-2,000 B Exposed wood roof structure &siding 2 staining. Include steel bracket connectors at $4,000-$5,000 D beams. 2.2.4 Building Code/Accessibility 1 See plumbing comment. 2 Add ADA room signage. $600 A This issue requires further assessment. First by surveying the pool deck and zero depth 3 pool to identify the conditions and consider $10,000-25,000 B the remedy. Surveying would cost about $1,200. Lower service counter by 10". One approach would be to remount the existing 4 screened window and coiling door,and the $6,000—11,000 B other would be to install a new Ready- Access concessions window. 5 Lower a central 36"wide portion of the $3,000-4,000 B admissions counter. Identify a different stall as accessible and 6 add grab bars. The plumbing portion of this $1,000 B is covered under the associated plumbing item. Consider placing this where the baby changing counter is presently located. $2,000-2,500 B 8 Add a fold down wall mounted baby $500 B changing station in new location. Rework and partially replace toilet partitions 9 to address Men's non-compliant toilet $1,000-3,000 B location. 10 Provide full height mirror. $500 B 11 See plumbing item. 12 Remount some soap dispensers; by City. $0 Page 28 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa Item Recommendations Probable Cost Priority # Range Type 13 See plumbing item. -- 14 Replace Toilet Seats at both rooms. $300 B Further detailed assessment of the slopes is needed by surveying the rooms. Strategies 15 to correct could be dedicating an accessible $8,000-$24,000 B route. Thus partial to almost full replacement of much of the floor may be needed. 16 Relocate toilet paper dispenser, may require B a different type of dispenser. Work by City. Family Changing/Restroom—This option would need design consideration and is 17 expected to require a building addition. This $20,000-40,000 Optional may be in lieu of other ADA alterations to the locker rooms 2.3.1 Splash Pool Mechanical Room 1 No work needed 2 Replace Domestic water heater,flue and 7,000 to 10,500 C piping 3 Change thermostatic mixing valve 500 to 1,000 C 4 Domestic circulation pump control 600 to 1,100 C 5 See item 2 6 Gas regulator vents 400 to 1,200 A 7 Ceiling fans 400 to 700 D 8 Chlorine fan monitors and alarms 1,700 to 2,200 A 9 No work needed corrosion is aesthetic issue only 2.3.2 Men's Locker/Shower Room 1 Shower Drains make individual/shower 7,000 to 12,000 C 2 ADA shower head height 200 to 400 C 3 ADA lavatories insulation kits. 200 to 300 C 4 Replace cold water piping insulation 900 to 1,300 B 5 Insulate hot water and hot water return 1,200 to 1,600 B piping Page 29 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa Item Recommendations Probable Cost Priority # Range Type 6 Install vacuum breaker backflow preventer 100 to 200 C on hose connections 2.3.3 Women's Locker/Shower Room 1 Shower Drains make individual/shower 8,000 to 12,000 C 2 ADA shower head height 200 to 400 C 3 ADA lavatories insulation kits. 200 to 300 C 4 Replace cold water piping insulation 900 to 1,300 B 5 Insulate hot water and hot water return 1,200 to 1,600 B piping 6 ADA water closet flush valve 300 to 600 C 7 Install vacuum breaker backflow preventer 100 to 200 C on hose connections 2.3.4 Concessions Rooms 1 Add a thermostatic mixing valve. MEP to 350 to 500 C clarify 2 ADA lavatories insulation kit, and new faucet 250 to 500 C handles 3 Install vacuum breaker backflow preventer 75 to 150 C on hose connections 4 Replace with GFI outlets 200-300 A 2.3.5 Exterior 1 No work, City to consider -- 2 Install vacuum breaker backflow preventer 220 to 350 C on hose connections 2.3.6 Main Pool Mechanical Room 1 Combustion air intake 2,800 to 3,800 D 2 Repair faucet 100 to 150 C 2.3.7 Chlorine Storage Room 1 Chlorine room fan monitor and alarm 1,700 to 2,300 A 2 Eye wash/shower near chemical rooms, 4,000 to 6,000 A main pool and splash pool 3 See Item 1 Note: see Appendix I for the recommended Aquatics Improvements. Page 30 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 4.4.2 Flora Pool Facility Item Probable Cost Priority # Recommendations Type Range T e 3.2.1 Site 1 General sidewalk repair. $2,000-3,000 C 2 Install curb and gutter and intake in parking $8,000-$12,000 C lot adjacent to concession stand. 3 Replace accessible parking stalls to address $14,000-18,000 D non-compliant slopes. 4 Install property signage for accessible $200-400 A parking stalls. 5 Install detectable warning panels in curb $2,000-3,000 B ramps. Raise rim elevation of area drain and re- 6 grade surrounding turf area between water $5,000-7,000 C playground and standard playground. 7 Install accessible route to standard $10,000-15,000 B playground. Replace standard playground surface with 8 $70,000-$90,000 C ADA compliant and non-granular surface 9 Clean and televise drain line for foot wash $600-1,000 B below standard playground. 10 Add site lighting to properly illuminate the $6,000-9,000 A top platform of the slide tower. 11 Add wall-pack lighting to east wall of $1,000-1,500 A concession stand. 12 Grind flush vertical separation in sidewalk $600-800 B near south Sunshade structure. 13 See Aquatics Item that addresses this. 14 Replace and repair landscape wall block and $500-1,000 C ca p. 15 Repair steel railing where needed and $3,000-6,000 C repaint all. 16 Install exterior security camera system. $10,000-20,000 C 3.2.2 Exterior Envelope 1 No Work 2 Prepare and stain wood soffits/beams. $4,000 B 3 Sealant and minor masonry cleaning. $3,000 B 4 Prepare and paint all exposed steel lintels. $1,000 B Page 31 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa Item Probable Cost Priority # Recommendations YP Range Type 5 Painting exterior concession doors &frames $2,000-3,000 C and replacing the glass with insulated type. 6 Replace 3 windows with aluminum $4,000-6,000 C commercial windows with insulated glass. 7 See this item as addressed in item 3.2.4(3). 8 Prepare and paint Gas service and seal wall $1,000 B penetration. 9 See Mechanical comments. 10 Replaced Downspout. $500 B 3.2.3 Interior Construction/Interior Finishes 1 Wall Painting. $1,000-2,000 B 2 Exposed wood roof structure &siding $3,000-$4,000 D restaining. 3 Prepare and paint structural connectors at $1,000 A glu-lam beams. 4 Repair drywall and repaint. $1,500-2,000 C 5 Sealant at plumbing fixtures $300 C With the desire to have a reservable party room and the existing of the former warming area,there seems to be an opportunity to meet this need. There is 6 even the further opportunity to have this be Optional an auxiliary reservable year-round gathering p location. Door hardware may need adjustment to accommodate. Another option could be to renovate this area into accessible family restrooms. No cost listed. 3.2.4 Building Code/Accessibility 1 See plumbing comment. 2 Add ADA room signage. $600 A Lower service counter by 10". Remove 3 coiling door and concessions window and $10,000-14,000 B install a new Ready-Access concessions window with insulated glass. 4 Lower a central 36" wide portion of the $3,000-4,000 B admissions counter. 5 Identify a different stall as accessible and $1,000 B add grab bars. The plumbing portion of this Page 32 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa Item Probable Cost Priority # Recommendations YP Range Type is covered under the associated plumbing item. Consider placing this where the baby 6 changing counter is presently located. $2,000-2,500 B 7 Add a fold down wall mounted baby $500 B changing station in new location. 8 Provide full height mirror. $500 B 9 Remove and lower/remount drinking $500 B fountain. 10 See plumbing item. -- 11 Remount some soap dispensers; by City. 12 See plumbing item. Further detailed assessment of the slopes is needed by surveying the rooms. Strategies 13 to correct could be dedicating an accessible $8,000-$24,000 B route. Thus partial to almost full replacement of much of the floor may be needed. 14 Relocate toilet paper dispenser, may require B a different type of dispenser. Work by City. Family Changing/Restroom—This option would need design consideration and is 15 expected to require a building addition. This $20,000-40,000 Optional may be in lieu of other ADA alterations to the locker rooms. 3.3.1 Splash Pool Mechanical Room 1 No work -- 2 Modify combustion air louver to have $300-800 D opening within 12" of floor 3.3.2 Splash Pool Chlorine Room 1 See item 2 2 Chlorine room fans monitor and alarm $1,800-2,300 A 3 Janitors sink faucet and piping $450-900 D 4 Eye wash/shower near chemical rooms $1,800-2,500 A 5 See item 2 Page 33 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 3.3.3 Main Pool Chlorine Room 1 See item 2 2 Chlorine room fan monitors and alarm $1,600-2,100 A 3 GFI Outlets $200-300 A 4 No work needed -- 3.3.4 Janitor/Mechanical Room 1 Replace Domestic water heater, flue and $6,500-10,000 C piping 1B Repair water heater flue not to touch pipe $300-500 A insulation 2 Change thermostatic mixing valve $350-500 C 3 Domestic circulation pump control $300-600 C 4 Install vacuum breaker backflow preventer $100-200 C on hose connection 3.3.5 Main Pool Mechanical Room 1 Chlorine leak detection,alarm and fan $2,800-3,800 D 2 Refer to#1 -- 3 Insulate piping $200-300 B 4 Close electrical wireway $100 C 3.3.6 Men's Locker/Shower Room 1 Shower drain make individual $7,000-12,000 C 2 ADA Lavatories insulation kits $200-300 C 3 Replace cold water pipe insulation $900-1,300 B 4 Insulate hot water and hot return piping $1,200-1,600 B 5 Install vacuum breaker backflow preventer $100-200 C on hose connection 3.3.7 Women's Locker/Shower Room 1 Shower Drains make individual/shower $8,000-12,000 C 2 ADA shower head height $200-400 C 3 ADA Lavatories insulation kits $200-300 C 4 Replace cold water pipe insulation $900-1,300 B 5 Insulate hot water and hot return piping $1,200-1,600 B Page 34 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 6 ADA water closet flush valve $300-600 C 7 Install vacuum breaker backflow preventer $100-200 C on hose connection 8 Install GFI receptacles that are near sinks $200-300 A 3.3.8 Exterior 1 Rinse shower provide tempered water $3,200-11,000 D 2 Install vacuum breaker backflow preventer $100-200 C on hose connection 3 Repair or replace leaking piping to pool deck $100 C hose bibs 3.3.9 Concessions Building 1 Install vacuum breaker backflow preventer $200-300 C on hose connections 2 Modify waste piping from kitchen sink $400-800 B 3 ADA Lavatories insulation kits $100-200 C 4 Add thermostatic mixing valve at water $350-500 C heater 5 Install vacuum breaker backflow preventer $100-200 C on mop sink hose connections 6 Replace water closet bowl to meet ADA $200-300 C 7 GFI Outlets $200-300 A Note: See Appendix I for the recommended Aquatics Improvements. Page 35 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 4.4.3 prioritized Summary of Building & Site Improvements The following is a summary of ALL building and site improvements. Items are placed in priority types, and see the comments of section 4.4 for further budget context and explanation of priority types. The follow building and site items are separated on a facility by facility basis. See the summaries on the following pages. NOTE: Aquatics items are not listed in section 4.4.3. The aquatic improvement cost ranges are listed in the next section; 4.5- Facility Options. For the individual aquatic items in need, please see Appendixes IA & IB for the full Aquatic Evaluation report. These sections each includes a prioritized summary of the specific aquatics improvements on pages 9 through 12. Page 36 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa SUTTON POOL -Improvement Priority&Cost Summary(Building&Site Only) PriorityTypeA (Immediate) Item# Item Name Cost 2.21 Site 2 Fill horizontal separations in sidewalk accessible route. $600-1,000 9 Repaint southwest Sunshade components. $2,000 2.2.4 Building Code/Accessibility 2 1 Add ADA room signage. $600 2.3.1 Splash Pool Mechanical Room 6 Gas regu lato rvents 400 to 1200 S Chlorine an monitors and alarms 1,700 to 2,200 2.3.4 Concessions Rooms 4 1 Replace with GFI outlets 200-300 2.3.7 Chlorine Storage Room 1 Chlorine room fan monitor and alarm 1,700 to 2,300 2 Eye wash/shower near chemical rooms,main pool and splash 4,000 to 6,000 pool Subtotal $10,000-14,000 Priority Type B (1 to z years) Item# Item Name Cost 2.21 Site 3 Install detectable warning panels in curb ramps. $3,000-4,000 4 Parking lot rehabilitation or replacement. $30,000-110,000 10 Repair landscape walls with tuck pointing and sealing. $3,000-5,000 11 Repair brick bases for concrete benches at entry with tuck pointing and sealing. $1,000-1,200 2.2.2 Exterior Envelope 2 Prepare and stain wood soffits/beams. $4,000 3 Sealant and minor masonry repairs. $4,000 4 Prepare and paint all exposed steel lintels. $1,000 5 Prepare and paint Gas service and seal wall penetration. $1,000 7 Concessions door repair and repaint or replace with a new FRP $1,000-5,000 door&frame. 9 Add perimeter sealant at lifeguard window. $100 2.2.3 Interior Construction/Interior Finishes 1 Wall Painting. $1,000-2,000 2.2.4 Building Code/Accessibility This issue requires further assessment. First by surveyingthe 3 pool deck and zero depth pool to identifythe conditions and $10,000-25,000 considerthe remedy. Surveying would cost about$1,200. Lower service counter by 10". One approach would be to 4 remount the existing screened window and coiling door,and the $6,000-11,000 other would be to install a new Ready-Access concessions window. 5 Lower a central 36"wide portion of the admissions counter. $3,000-4,000 Identify a different stall as accessible and add grab bars.The 6 plumbing portion of this is covered underthe associated $1,000 plumbing item. 7 Consider placing this where the baby changing counter is $2,000-2,500 presently located. B Add a fold down wall mounted baby changing station in new $500 location. 9 Rework and partially replace toilet partitions to address Men's $1,000-3,000 non-compliant toilet location. 10 Provide full height mirror. $500 Page 37 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report docx 2016 Aquatics Facility Evaluation Dubuque, Iowa SUTTON POOL -Improvement Priority&Cost Summary(Building&Site Only) 14 Replace Toilet Seats at both rooms. $300 Further detailed assessment of the slopes is needed by surveying 15 the rooms.Strategies to correct could be dedicating an accessible $8,000-$24,000 route. Thus partial to almost full replacement of much of the floor may be needed. 16 Relocate toilet paper dispenser,may require a different type of dispenser.Work by City. 2.3.2 Men's Locker/Shower Room 4 Replace cold water piping insulation 900 to 1,300 5 Insulate hot water and hot water return piping 1,200 to 1,600 2.3.3 Women's Locker/Shower Rooms 4Replace cold water piping insulation 900 to 1,300 5 Insulate hot water and hot water return piping 1,200 to 1,600 Subtotal $78,000-209,000 Priority TypeC (1 to4 years—some optional) Item# Item Name Cost 2.2.1 Site 1 General sidewalk repair. $2,000-4,000 5 Replace parking blocks. $8,000-10,000 6 Re-route Truck Traffic. $80,000-110,000 8 Repair vertical separation southwest of Pool Equipment Building. $7,000-9,000 12 Install exterior security camera system. $10,000-20,000 2.2.2 Exterior Envelope 1 Minor roofing repairs and paint roof edge. $3,000 Repair foundation with excavation,removal of loose concrete and 6 wall patching. Adding full height masonry control joints are a $6,000-12,000 further option that is included in this cost,but based may not be necessary based on the age of the facility. 8 Replace 2 closers. $500 2.3.1 Splash Pool Mechanical Room 2 Replace Domestic water heater,flue and piping 7,000 to 10,500 3 Change thermostatic mixing valve 500 to 1000 4 Domestic circulation pump control 600 to 1100 2.3.2 Men's Locker/Shower Room 1 Shower Drains make individual/shower 7,000 to 12,000 2 ADA shower head height 200 to 400 3 ADA lavatories insulation kits. 200 to 300 6 Install vacuum breaker backflow preventer on hose connections 100 to 200 2.3.3 Women's Locker/Shower Room 1 Shower Drains make individual/shower 8,000 to 12,000 2 ADA shower head height 200 to 400 3 ADA lavatories insulation kits. 200 to 300 6 ADA water closet flush valve 300 to 600 7 Install vacuum breaker backflow preventer on hose connections 100 to 200 2.3.4 Concessions Rooms 1Add a thermostatic mixing valve.MEP to clarify 350 to 500 2 ADA the insulation kit,and new faucet handles 250 to 500 3 Install vacuum breaker backflow preventer on hose connections 75 to 150 2.3.5 Exterior 2 1 Install vacuum breaker backflow preventer on hose connections 220 to 350 2.3.6 Main Pool Mechanical Room 2 Repairfaucet 100 to 150 Subtotal $142,000-162,000 Page 38 92016 MSA Professional Services,Inc P:W90sW92V00492055\DocumentsV eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa Priority Type (1 to 6 years-some optional) Item# Item Name Cost 2.2.1 Site 13 Relocate water main from under Water Playground. $25,000-35,000 2.2.3 Interior Construction/Interior Finishes 2 Exposed wood roof structure&siding staining.Include steel $4,000-$5,000 bracket connectors at beams. 2.3.1 Splash Pool Mechanical Room 7 1 Ceilingfans 400 to 700 2.3.6 Main Pool Mechanical Room 1 Combustion air intake 2,500 to 3,500 Subtotal $33,000—$45,000 Grand Total $263,000-430,000 Page 39 92016 MSA Professional Services,Inc P:W90sW92V00492055\DocumentsV eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa FLORA POOL -Improvement Priority&Cost Summary(Building&Site Only) PriorityTypeA (Immediate) Item# Item Name Cost 3.2.1 Site 4 Install property signage for accessible parking stalls. $200-400 10 Add site lighting to properly illuminate the top platform of the $6,000-9,000 slide tower. 11 Add wall-pack lighting to east wall of concession stand. $1,000-1,500 3.2.3 Interior Construction/Interior Finishes 3 1 Prepare and Paint Glu Lam Connectors $1,000 3.2.4 Building Code/Accessibility 2 Add ADA room signage. $600 3.3.2 Splash Pool Chlorine Room 2 Chlorine room fans monitor and alarm $1,500-2,300 4 Eye wash/shower near chemical rooms $1,500-2,500 3.3.3 Main Pool Chlorine Room 2Chlorine room fan monitors and alarm $1,600-2,100 3 GFI Out lets $200-300 3.3.4 Janitor/Mechanical Room 113 1 Repair water heater flue not to touch pipe insulation $300-500 3.3.7 Women's Locker/Shower Room S Install GFI receptacles that are near sinks $200-300 3.3.9 Concession Building 7 GFI Outlets $200-300 Subtotal S15,000-21,000 Priority Type B (1 to2years) Item# Item Name Cost 3.2.1 Site 5 Install detectable warning panels in curb ramps. $2,000-3,000 7 Install accessible route to standard playground. $10,000-15,000 9 Clean and televise drain line for foot wash below standard $600-1,000 playground. 12 Grind flush vertical separation in sidewalk near south Sunshade $600-500 structure. 3.2.2 Exterior Envelope 2 Prepare and stain wood soffits/beams. $4,000 3 Sealant and minor masonry cleaning. $3,000 4 Prepare and paint all exposed steel lintels. $1,000 S Prepare and paint Gas service and seal wall penetration. $1,000 10 Replaced Downspout. $500 3.2.3 Interior Construction/Interior Finishes 1 I Wall Painting. $1,000-2,000 3.2.4 Building Code/Accessibility Lower service counter by 10". Remove coiling door and 3 concessions window and install a new Ready-Access concessions $10,000-14,000 window with insulated glass. 4 Lower a central 36"wide portion of the admissions counter. $3,000-4,000 Identify a different stall as accessible and add grab bars.The 5 plumbing portion of this is covered under the associated $1,000 plumbing item. 6 Consider placing this where the baby changing counter is $2,000-2,500 presently located. 7 Add a fold down wall mounted baby changing station in new $500 location. S Provide full height mirror. $500 9 Remove and lower/remount drinking fountain. $500 Page 40 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report docx 2016 Aquatics Facility Evaluation Dubuque, Iowa FLORA POOL -Improvement Priority&Cost Summary(Building&Site Only) Further detailed assessment of the slopes is needed by surveying 13 the rooms.Strategies to correct could be dedicating an accessible $8,000-$24,000 route. Thus partial to almost full replacement of much of the floor may be needed. 14 Relocate toilet paper dispenser, may require a different type of dispenser.Work by City. 3.3.5 Main Pool Mechanical Room 3 1 Insulate piping $200-300 3.3.6 Men's Locker/Shower Room 3 Replace cold water pipe insulation $900-1,300 4 Insulate hot water and hot return piping $1,200-1,600 3.3.7 Women's Locker/Shower Room 4Replace cold water pipe insulation $900-1,300 5 Insulate hot water and hot return piping $1,200-1,600 3.3.9 Concessions Building 2 Modify waste pipingfrom kitchen sink $400-800 Subtotal $54,000-85,000 Priority Type C (1 to 4 years—some optional) Item# Item Name Cost 3.2.1 Site 1 General sidewalk repair. $2,000-3,000 2 Install curb and gutter and intake in parking lot adjacent to $8,000-$12,000 concession stand. Raise rim elevation of area drain and re-grade surroundingturf 6 area between water playground and standard playground. $5,000-7,000 8 Replace standard playground surface with ADA compliant and $70,000-$90,000 non-granular surface 14 Replace and repair landscape wall block and cap. $500-1,000 15 Repair steel railing where needed and repaint all. $3,000-6,000 16 Install exterior security camera system. $10,000-20,000 3.2.2 Exterior Envelope 5 Painting exterior concession doors&frames and replacing the $2,000-3,000 glass with insulated type. 6 Replace 3 windows with aluminum commercial windows with $4,000-6,000 insulated glass. 3.2.3 Interior Construction/Interior Finishes 4 Repair drywall and repaint. $1,500-2,000 5 Sealant at plumbing fixtures $300 3.3.4 Janitor/Mechanical Room 1 Replace Domestic water heater,flue and piping $6,500-10,000 2 Change thermostatic mixing valve $350-500 3 Domestic circulation pump control $300-600 4 Install vacuum breaker backflow preventer on hose connection $100-200 3.3.5 Main Pool Mechanical Room 4 1 Close electrical wireway $100 3.3.6 Men's Locker/Shower Room 1 Shower drain make individual $7,000-12,000 2 ADA Lavatories insulation kits $200-300 5 Install vacuum breaker backflow preventer on hose connection $100-200 3.3.7 Women's Locker/Shower Room 1 Shower Drains make individual/shower $8,000-12,000 2 ADA shower head height $200-400 3 ADA Lavatories insulation kits $200-300 6 ADA water closet flush valve $300-600 7 Install vacuum breaker backflow preventer on hose connection $100-200 Page 41 92016 MSA Professional Services,Inc P:W90sW92V00492055\DocumentsV eporfsV00492055 Dubuque Aquatic Facilities Report docx 2016 Aquatics Facility Evaluation Dubuque, Iowa FLORA POOL -Improvement Priority&Cost Summary(Building&Site Only) 3.3.8 Exterior 2 Install vacuum breaker backflow preventer on hose connection $100-200 3 Repair or replace leaking piping to pool deck hose bibs $100 3.3.9 Concessions Building 1 Install vacuum breaker backflow preventer on hose connections $200-300 3 ADA Lavatories insulation kits $100-200 4 Add thermostatic mixing valve at water heater $350-500 5 Install vacuum breaker backflow preventer on mop sink hose $100-200 connections 6 Replace water closet bowl to meet ADA $200-300 Subtotal $131,000-191,000 Priority Type (1 to 6years-some optional) Item# Item Name Cost 3.2.1 Site 3 Replace accessible parking stalls to address non-compliant slopes. $14,000-18,000 3.2.3 Interior Construction/Interior Finishes 2 1 Exposed wood roof structure&siding restaining. $3,000-$4,000 3.3.1 Splash Pool Mechanical Room 2 1 Modify combustion air louver to have opening within 12"of floor $300-800 3.3.2 Splash Pool Chlorine Room 3 1 Janitors sink faucet and piping $450-900 3.3.5 Main Pool Mechanical Room 1 1 Chlorine leak detection,alarm and fan $2,800-3,800 3.3.8 Exterior 1 Rinse shower provide tempered water $3,200-11,000 Subtotal $24,000-38,000 Grand Total $224,000-335,000 Page 42 92016 MSA Professional Services,Inc P:W90sW92V00492055\DocumentsV eporfsV00492055 Dubuque Aquatic Facilities Report docx 2016 Aquatics Facility Evaluation Dubuque, Iowa 4.5 Facility Options The Dubuque Park System operates two similar swimming pool facilities,the Flora Park Pool and the Nicholas J. Sutton Pool. Both facilities consist of a swimming pool, water slides and a wading pool. Both facilities were built within five years of each other, and are experiencing similar issues. Perceived tentative "big-picture"options to address the needs identified include the following options: Option One: "Status Quo' - Invest in improving the existing facilities and forecast for short and long term expenses. The minimal investment which should be considered for each facility is evaluation of each pool to determine water loss source,and a VGB analysis of the wading pool. This evaluation would determine the best way to stabilize the pool's operations and to ascertain the safety of the wading pools' submerged outlets. Projected cost for this added analysis is$20,000 - $50,000 perfacility. Based upon the general findings of this evaluation, maintaining the existing pools facilities will require an approximate investment within the next five-six years as follows: Sutton Pool Facility Buildings/Site $265,000 to$430,000 Aquatics $1,000,000 to$2,000,000 Total $1,265,000to$2,430,000 Flora Pool Facility Buildings/Site $224,000 to$335,000 Aquatics $1.200,000 to$2,:00,000 Total $1,425,000to$2,635,000 NOTE:There are also other non-imperative (optional) improvements listed in the reportthat are not included in the summary above. Option Two: "Replacement" - Complete facility replacement for one or both facilities. It is understood that maintaining aquatics facilities in two locations similar to the existing is desired to serve the residence well. Replacing the existing pools with a new facility obviously varies with the size and program of the facility contemplated. If the Sutton and Flora pools were replaced"in kind", the aquatics works (excluding buildings & site development) investment would likely be about 4.2 million at Sutton, and 4.6 million for Flora. Again, this is replacement of pools, decks, slides and activities with a substantially similar product. Costs do not include work related to buildings, perimeter fencing, parking or site infrastructure. If additional recreation components were to be considered, such as a lazy river or an activity pool, an additional investment of 1.1 million to 1.8 million to each facility would add both entertainment value and capacity to the facilities. For the projected cost a replacement facility that is similar to the existing, and one that is enhanced from the existing reference the Example Ballpark Budget Summaries on the next page. If further consideration is desired, a conceptual design study is needed to explore partial or complete replacement options. Page 43 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa EXAMPLE BALLPARK BUDGET SUMMARY DUBUQUE "IN KIND" REPLACEMENT POOL W TJ MSA . Item/Area Projected Costs Total Construction Cost $6,500,000 Building Construction Cost& GC Coord. $1,500,000 Site Development/Landscape $600,000 Aquatics (Pool, deck,fence, amenities, eq.) $4,200,000 Demolition Allowance $200,000 Allowances (discretional items) $250,000 Miscellaneous Site Furnishings, Shade Structures & Concessions Soft Costs & Contingency $1,000,000 Architectural and Engineering Services, Geotechnical Borings and Report, Fees, Expenses etc., and Contingency BALLPARK TOTAL BUDGET $7,800,000 Notes: i. Costs are based on 2018 construction for one pool facility. 2. This cost is for a similar facility with similar aquatics amenities. 3. All costs listed are very preliminary and for general order of magnitude consideration. EXAMPLE BALLPARK BUDGET SUMMARY WSA DUBUQUE "ENHANCED" REPLACEMENT POOL wTJ ... Item/Area Projected Costs Total Construction Cost $8,300,000 Building Construction Cost& GC Coord. $1,700,000 Site Development/Landscape $800,000 Aquatics (Pool, deck,fence, amenities, eq.) $5,600,000 Demolition Allowance $200,000 Allowances (discretional items) $300,000 Miscellaneous Site Furnishings, Shade Structures & Concessions Soft Costs & Contingency $1,200,000 Architectural and Engineering Services, Geotechnical Borings and Report, Fees, Expenses and Contingency BALLPARK TOTAL BUDGET $9,800,000 Notes: s. Costs are based on 2018 construction for one pool facility. 2. This cost is for an enhanced facility with added aquatics amenities. 3. All costs listed are very preliminary and for general order of magnitude consideration. Page 44 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa �a5.:��, ' •,M -'. wan 'x'm��,,ra 3a"eY APPENDIX IA Aquatic Evaluation Flora Park Swimming & Wading Pool 92016 MSA Professional Services,Inc P:W90sW92V00492055\DocumentsV eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa APPENDIX IB Aquatic Evaluation Nicholas J. Sutton Swimming & Wading Pool 92016 MSA Professional Services,Inc P:W90sW92V00492055\DocumentsV eportsV00492055 Dubuque Aquatic Facilities Report door ikyw��'.�'✓' _. e�+a i t. tW�^r IS a. w ,� T' 00L �- � PAR r • FLO; r Vi M Prepared for City of Dubuque, IA r' T NICHOLAS �WIMMJV MSA P4 vv Tl ��• -� SERVICES W A T E R T E C H N O L O G Y I N C. 2016 Aquatics Facility Evaluation Dubuque, Iowa 2016 AQUATICS FACILITY EVALUATION Prepared for City of Dubuque, IA MSA Project # 00492055 December 12, 2016 Prepared by: Buildings: MSA PROFESSIONAL SERVICES, INC. MSA 400 Ice Harbor Drive#110 Dubuque, IA 52001 OX. Lees E. Carter Arndt More ideas.Herter solutions. camdt(a7msa-ps.com 608.355.8884 Aquatics: VV �, WATER0Parkvenue TECHNOLOGY, INC. 100 Park Avenue Beaver Dam, WI 53916 W A T E R T E O H N O L O G Y i N G. Matt Freeby, AIA mfreeby(aDwatertechnologyinc.com 920.887.7375 Electrical/plumbing/Ventilation: MEP ENGINEERS 374 Bluff Street Dubuque, IA 52001 563.587.8637 Dieter Muhlack, PE, LEED AP Mechanical Engineer DieterM@MEPenar.com Steven Sallwasser, PE, NCEES Electrical Engineer StevenS@MEPengr.com 2016 Aquatics Facility Evaluation Dubuque, Iowa TABLE OF CONTENTS 1.0 EXECUTIVE SUMMARY 1 1.1 Overview:.......................................................................................................................i 1.2 Comments.....................................................................................................................2 2.0 EXISTING FACILITIES CONDITION ASSESSMENT—Sutton Swimming POOL 4 2.1 General Building & Grounds Information .......................................................................4 2.1.1 General Comments ...........................................................................................4 2.2 Architectural/Civil Facility Review..................................................................................5 2.2.1 Site....................................................................................................................5 2.2.2 Exterior Envelope..............................................................................................6 2.2.3 Interior Construction/Interior Finishes .............................................................. 7 2.2.4 Building Code/Accessibility ............................................................................... 7 2.3 Plumbing, HVAC& Electrical Facility Reviews................................................................8 2.3.1 Splash Pool Mechanical Room...........................................................................8 2.3.2 Men's Locker/Shower Room..............................................................................8 2.3.3 Women's Locker/Shower Room ........................................................................g 2.3.4 Concessions Rooms...........................................................................................g 2.3.5 Exterior .............................................................................................................g 2.3.6 Main Pool Mechanical Room .............................................................................g 2.3.7 Chlorine Storage Room ................................................................................... io 2.4 Swimming Pools and Equipment- See Appendix I....................................................... io 3.0 EXISTING FACILITIES CONDITION ASSESSMENT—FLORA Park Swimmming POOL 14 3.1 General Building & Grounds Information ..................................................................... 14 3.1.1 General Comments.......................................................................................... 14 3.2 Architectural/Civil Facility Review................................................................................ 15 3.2.1 Site.................................................................................................................. 15 3.2.2 Exterior Envelope............................................................................................. 16 3.2.3 Interior Construction/Interior Finishes .............................................................i7 3.2.4 Building Code/Accessibility ..............................................................................17 33 Plumbing, HVAC& Electrical Facility Reviews.............................................................. 18 3.3.1 Splash Pool Mechanical Room.......................................................................... 18 3.3.2 Splash Pool Chlorine Room .............................................................................. 18 3.3.3 Main Pool Chlorine Room ................................................................................ 18 3.3.4 Janitor/Mechanical Room................................................................................ 18 3.3.5 Main Pool Mechanical Room ........................................................................... ig 3.3.6 Men's Locker/Shower Room............................................................................ ig 3.3.7 Women's Locker/Shower Room ...................................................................... ig 3.3.8 Exterior ...........................................................................................................zo 3.3.9 Concessions Building.......................................................................................zo 3.4 Swimming Pools and Equipment—See Appendix I ......................................................zo 4.0 RECOMMENDATIONS FOR REPAIR AND/OR REPLACEMENT 25 4.1 General Comments...................................................................................................... 25 Page 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report docx 2016 Aquatics Facility Evaluation Dubuque, Iowa 4.2 Cost Avoidance............................................................................................................ z5 4-3 Sustainability............................................................................................................... 25 4.4 Recommended Improvements.....................................................................................z6 4.4.1 Sutton Pool Facility.......................................................................................... 27 4.4.2 Flora Pool FacilitY..............................................................................................31 4.4.3 Prioritized Summary of Improvements ............................................................36 4.5 Facility Options............................................................................................................ 43 LIST OF APPENDICES APPENDIX I Aquatics Evaluations APPENDIX II City of Dubuque Sutton and Flora Swimming Pools 10 Year Capital Improvement History/Projection APPENDIX III Acknowledgements Page ii 92016 MSA Professional Services,Inc P:W90sW92V00492055\DocumentsV eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 1.0 EXECUTIVE SUMMARY 1.1 Overview: The City of Dubuque, Iowa operates two outdoor swimming pools. The Nicholas J. Sutton Swimming Pool located at 1900 Hawthorne Street,and Flora Park Swimming Pool located at 2525 Green Street. Each facility includes a large main pool and a separate small wading children's activity pool.The aquatic facilities were originally constructed in 1991 (Sutton) and 1992 (Flora).The wading pools and associated pool deck with equipment were added in 2001. An evaluation of the existing City aquatic facilities is desired to consider the near and long term facility needs in regard to code compliance,function, and physical condition. The goal of this review is to provide the City further information to make an informed decision as to the future of the facilities. Long-term, practical,and cost effective measures are desired. Alternatives may include implementation of maintenance measures, renovation efforts and/or facility replacement. The intention is for the facilities to meet all applicable local, state,and federal building code requirements. The facility observations and identified needs are based on facility tours and a meeting that took place on October 13 and 17, 2016 at the end of the 2016 swim season. General consideration of the following: -Architectural -Site/Civil -General Structural -Aquatics - Plumbing - Electrical - Building Ventilation Page 1 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 1.2 Comments As part of this facility overview, the comments listed in this report are based on observations and on professional opinion. The conclusions identified are general, with the exact detailed/engineered physical needs not necessarily defined. The goal is to consider the relative options to allow the City to make an informed decision regarding future facilities. Corrective measures and items noted will require further and more detailed consideration during final development and implementation of the selected alternative/project. The physical state/condition of these facilities is generally good with specifically identified needs. This report is the initial stage in the City's recognition of possible needs. This report will serve as the starting point to facility-related decisions that will be made in the future,and the implementation of long-term and effective solutions to meet these needs. The implementation of the corrective measures can be established in a timetable based on the City's priorities and financial resources. Priority is recommended in code deficiencies, malfunctioning equipment and maintenance measures to minimize detrimental deterioration. In the process of improving existing facilities some cost savings, based on reduced energy consumption, can be achieved. However, when new construction replaces existing facilities, higher energy consumption costs are often encountered. New facilities are often larger than the ones they replace, and mechanical and ventilation requirements meeting today's building codes are more stringent. However, with proper development and in some cases added investment in sustainable technologies, energy consumption may remain constant or in some cases be reduced. This review identifies the general condition of the existing properties in order to best consider and identify long-term facility needs for the City. For any facilities the City intends to keep for long term operation, the creation of a year-by-year master maintenance plan (commonly known as a "5-Year [or 10-year] Capital Improvements Plan") is recommended. This sort of long-term facilities management plan would support the City's effort to properly maintain facilities and forecast for anticipated expenditures. A Capital Improvement was not part of this review, but could be provided as a supplementary professional service if desired. Development of specific renovation or new concepts and design for new and/or auxiliary aquatics facilities was not part of this review, but could be provided as a supplementary professional service if desired. Asbestos and lead paint was not reviewed as part of this study, but material such as this that has the potential to be asbestos-bearing can be expected in the facility. It is recommended that a facility asbestos and lead paint survey with material testing be conducted to identify all asbestos in the building. If needed, this sort of study is relatively Page 2 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa inexpensive, but will allow the City to manage this material and budget for its removal. This information is required whether the facilities are renovated or demolished. Accessibility was reviewed for general compliance with accessible routes and spaces. This review was done to better identify the general viability of the ongoing use of the facility and to identify major work required for compliance. A detailed Accessibility Transition Plan for all City's programs, policy and services is recommended if it does not already exist. Page 3 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 2.0 EXISTING FACILITIES CONDITION ASSESSMENT—SUTTON SWIMMING POOL 2.1 General Building & Grounds Information 2.1.1 General Comments - The buildings associated with this facility are in relatively good condition. Accordingly the buildings are suited for long-term use. - Facility generally complies with the Federal American's with Disabilities Act of 1990, but some deficiencies are identified below. - City's prime concern is associated with water loss and understanding long- term viability of facility. Further desire is for a Family Restroom and Kid's Party areas. Location: Nicholas J. Sutton Swimming Pool, 1900 Hawthorne Street, Dubuque, IA Existing Building Construction: Year Built 1991 Year of Children's Pool Addition 2001 3 Buildings: Bath House, Equipment Building, Storage Shed Use: Changing, Staff Concessions, Pool Equipment, Storage, Seasonal (warm weather use) Foundation Cast-in-place concrete Exterior Walls Load-Bearing Masonry (Clay Brick/CMU), Metal siding at Shed Interior Walls Masonry(CMU) Roof Structure Glu-Lam &wood decking, Metal Panel at Shed ■�i�te . L, I11� 4 vu ecus v. o Page 4 92016 MSA Professional Services,Inc P:W90sW92V00492055\DocumentsV eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 2.2 Architectural/Civil Facility Review 2.2.1 Site (1) Concrete sidewalks are cracked and in need of spot repairs. (2) The accessible route sidewalks leading from parking to the entry have horizontal separations greater than %:". Provide self-leveling sealant to fill voids. (3) The curb ramps leading from parking to the accessible route sidewalks are lacking detectable warning panels and suitable landing. Replace curb ramps. (4) The parking lot is in need of crack filling and seal coating,or would benefit from a more substantial parking lot reconstruction effort. (5) Pre-cast parking blocks in the parking lot are deteriorating, and exposed rebar and inconsistent heights are present. Parking blocks should be replaced with new, or preferably replaced with standard cast-in-place curb and gutter if a more substantial parking lot reconstruction effort is undertaken. (6) Significant truck traffic was observed entering and exiting the parking lot from adjacent facilities, if a more substantial parking lot reconstruction effort is undertaken, circulation in the lot should be evaluated and truck traffic routed a greater distance away from the facility. (7) Slide Tower (see aquatics) requires complete prep and repaint of the streel structure along with provisions to anchor the sunshade structure down to the platform. (8) The pool deck/sidewalk south west of the Pool Equipment Building has apparently settled or the building lifted,creating a 3"vertical difference. Cause is unclear, but it is most likely due to a water leak in this area that is undermining the deck/sidewalk. (9) The fixed southwest Sunshade Structure has steel connectors and components that are rusting. These should be properly prepped and repainted. (10) There is a variety of brick, stone and concrete block landscape walls. There are some loose and/or cracked cap bricks and stones. Repair,some replacement,tuck pointing and sealant work is needed. (11) The brick bases at the main entry concrete benches have efflorescence occurring that indicates water infiltration. Some tuck pointing and sealant work is needed. (12) No exterior security system is provided resulting in higher likelihood of vandalism and property damage. (13) The water playground was constructed over the top of a large diameter water main. If a failure were to occur in this water main, significant disruption or damage to the equipment may occur. Page 5 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa w 'it Apr �,.. I IlkIlk kLtM v moo, ` e, r w 2.2.2 Exterior Envelope (1) Roofs; Asphalt shingle roofing is 5 years old and in good condition. Some nail pops present at dormer edges. The metal roof edge is painted with some minor rusting. Preparation and repainting is recommended. An optional accent color could improve the appearance as well. (2) Soffit areas have exposed wood laminated beams and wood decking that require cleaning and staining. (3) Exterior walls are masonry with a brick exterior face and a concrete masonry unit interior face. The walls are in good condition with some sealant joints (control joints and opening perimeters) that are in need of removal and replacement at both the exterior and interior side of the walls. There is one brick with a popped/cracked face at the lower right- hand corner of a large wall louver. (4) There are limited exposed steel lintels at openings and some are rusty; requires preparation and painting. (5) The gas service wall penetration requires sealant, and the piping and meter require painting. (6) There are concrete foundations cracks at the outside corners of the equipment building. Seemingly they are being caused by expansion and contraction brick movement,and the lack of wall control joints. The brick wall is not cracked, and structural failure is not anticipated. One corrective measure could be adding one vertical control joint at each wall. (7) Doors: Most doors have been replaced with FRP doors, except the exterior hollow metal door and frame at the concessions that is rusting and requires preparation and repainting, or complete replacement with FRP (8) Some door closers have rusting arms. Page 6 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa (9) Windows: The replaced lifeguard window requires multiple beads of perimeter sealant. 2.2.3 Interior Construction/Interior Finishes (1) Wall painting required at staff areas. (2) For best longevity, the interior exposed roof structure (wood decking, siding & beams) requires staining. Preparation and painting at the connector glu-lam beam bracket connectors. There are also rusting brackets at the chemical/equipment areas. 2.2.4 Building Code/Accessibility (1) Eyewash/shower stations are not provided at the Chemical Storage areas. (2) All room signage is not compliant with raised characters, braille and proper mounting. (3) There is some very apparent movement taking place in the pool deck north of the bath house. Slopes are in excess of the 1/20 maximum and many exceed 1/12. This is an accessibly issue, potential safety concern (stumbling), and a sign of a bigger issue of continued long-term displacement. (4) The concessions concrete service counters/windows are 44" high, and 34-36" is required for a service counter. (5) The central admission concrete service counter is 40" high, and 34-36" is required for a service counter. (6) There is not an accessible shower stall at the Women's Changing Room. (7) There is not an accessible changing bench at either Locker Room. (8) The baby changing stations are in poor condition and not accessible. (9) The Men's accessible toilet is located to far from the toilet partition (21" vs. 18").Toilet partition replacement may correct this. (10) The accessible mirrors are too high to the bottom edge (46" vs. the required 40"). Provide supplemental full height mirror. (11) The Men's accessible shower head is 54"vs. 48". (12) Some soap dispensers are too high; 48" maximum required. (13) Offset lavatory traps and insulation required; see plumbing comments. (14) Accessible toilet seats are slightly too high (3/8"+/-). Replace the seats with a low profile seat for compliance. (15) Sloping locker room floor surfaces are steeper than the maximum 1/50 cross slope requirement in some areas. (16) Multi-roll toilet paper dispensers mounted in close proximity above grab bars are an impedance to use of the grab bars. (17) A family changing room is not provided. This was not required at the time of the original construction, and therefore is not required. Adding such a room is one strategy to address accessibility needs and gender neutral issues. Page 7 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 2.3 Plumbing, HVAC& Electrical Facility Reviews 2.3.1 Splash Pool Mechanical Room (1) Water service has meter and backflow preventer, then splits to underground line for pool fill,and to a RPZ for bathhouse building water. Copper and steel piping have surface corrosion, but is not in danger of failure. (2) Domestic water heater built in 2009 Rheem-Ruud 199,000 BTU input with 91 gallon storage. It is in fair condition with outside cover rusting, and a few spots of rust through. Expect to replace unit in 5 to 10 years. Water piping in vicinity of water heater has external corrosion,but not in danger of failing. Should be replaced when water heater is replaced. (3) Water heater has an ASSE1017 thermostatic mixing valve that serves single temperature showers and lavatories. Current code requires ASSE 1069 for showers. (4) Domestic hot water recirculation pump appears to be in okay condition. Pump does not have any automatic controls. Energy code requires thermostat and demand controls. (5) Water heater flue and gas piping are rusty. They should be replaced when water heater is replaced. (6) Gas regulator vents relieve outside under roof eve. If regulator leaks gas it will reenter the building through the screened openings. Relief should run up through roof or up beyond the roof edge. (7) Two ceiling fans are in fair condition with rusty blades and housings.They are past their average life expectancy, but not critical to room operation. Replace when they fail. (8) Chemicals are used and stored in pump room, there is no leak detection or mechanical ventilation. Switching of fan and lights should be from outside room if chlorine is stored in the room. (9) The electrical panels and disconnects have a significant amount of corrosion. We inspected a disconnect that had significant exterior corrosion and found no corrosion on any of the working parts or electrical connections. It is our recommendation that all operable handles be operated once a year to provide a level of assurance that they will operate when needed. The corrosion wasn't sufficient to compromise the integrity of the metal. 2.3.2 Men's Locker/Shower Room (1) Showers have one drain for multiple heads. Current plumbing code does not allow water from one person to travel past another's shower. (2) ADA shower does not meet requirements. Head is 4'-4" above floor; current ADA calls for 4'-0". (3) Lavatories do not have ADA insulation protection on waste and water piping. (4) Cold water piping is insulated with ASJ jacketed fiberglass insulation that is falling apart. New insulation should be installed, and have a water proof insulation jacket. (5) Hot water and hot water return piping is not insulated. System has hot water recirculation and should be insulated. Page 8 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa (6) Room has a hose bib without code required backflow preventer. Install a screw on vacuum backflow preventer. 2.3.3 Women's Locker/Shower Room (1) Some showers have drain for multiple heads or drains in adjacent stall, current plumbing code does not allow water from one person to travel past another's shower. (2) ADA shower does not meet requirements. Head is 4'-4" above floor; current ADA calls for 4'-0". (3) Lavatories do not have ADA insulation protection on waste and water piping. (4) Cold water piping is insulated with ASJ jacketed fiberglass insulation that is falling apart. New insulation should be installed, and have a water proof insulation jacket. (5) Hot water and hot water return piping is not insulated, system has hot water recirculation and should be insulated. (6) ADA water closet flush valve does not meet requirements because the handle is not facing the open side of stall. Can either re-pipe or install automatic flush sensor unit. (7) Room has a hose bib without code required backflow preventer. Install a screw on vacuum backflow preventer. 2.3.4 Concessions Rooms (1) Electric water heater is an electric 120V, 2000W 10 gallon unit manufactured 5-2005. It is in okay condition. Water heater system does not have a thermostatic mixing valve. Code requires an ASSE1017 thermostatic mixing valve at water heater. (2) Lavatory does not have insulation and faucet handles, which does not meet ADA requirements. (3) Room has a hose bib without code required backflow preventer. Install a screw on vacuum backflow preventer. (4) All receptacles in kitchen area need to be GFI. 2.3.5 Exterior (1) Natural gas pipe comes out of the ground next to the building and enters mechanical room about 6" above floor. It is a potential tripping hazard outside. (2) Outside hose bibs require backflow preventers. Install a screw on vacuum backflow preventer. 2.3.6 Main Pool Mechanical Room (1) Main pool gas heater is Raypak model P-3500. Input = 3,500 MBH, output= 2,870 MBH. This unit was installed in 2008 and replaced a smaller heater. BTU capacity units require 2 free area openings of 6.1 SF each; one commencing within 12" of floor, and the other within 12" of top of enclosure. (2) Wall hose bib does have a vacuum breaker backflow preventer, but appears to be leaking water. Unit needs to be repaired. Page g 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 2.3.7 Chlorine Storage Room (1) Room has power exhauster through wall, this fan should provide 15 air changes per hour, approx. 400 CFM. Existing plans do not provide an air flow rate. Fan does not appear to be functioning. It should turn on when lights are on. Replace fan with new unit. (2) No eye wash or emergency shower exists outside of room, OSHA requires where chemicals are used. (3) Room has no leak detection. Current code requires detector and an alarm. Alarm needs to be on exterior of the room. 2.4 Swimming Pools and Equipment- See Appendix I Page io 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 2.2.1.(3)Curb Ramps missing detectable warning 2.2.1(4) Parking lot pavement deficiencies 1 o- LA 2.2.1(5)Parking block condition 2.2.1(6)Truck route adjacent to facility r f" 2.2.2(1)Nail Pop at Shingles 2.2.2(1)Soffits&Beams Needing Stain Page ii 92016 MSA Professional Services,Inc P:W90sW92V00492055\DocumentsV eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 1 �Q P 2.2.2(3)Sealant at Brick 2.2.2 (4)(9)Paint lintels and add sealant at window - " 2.2.2(6)Eq.Bldg.Foundation Cracks 2.2.2 (7)Rusty Door Frame WOMEN I M 2.2.4(2)Non-compliant signage 2.2.4(3)South deck movement/steep slopes Page 12 92016 MSA Professional Services,Inc P:W90sW92V00492055\DocumentsV eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 2.3.1(S)Corroded electrical panels due to chemical 2.3.1(5)&2.3.1 (7)Rusty flue and fan. storage in room. I (I 2.3.1(2)Rusty water heater. 2.3.1(2) Pipe corrosion at water heater and pump. k 2.3.3(7)Hose bib without backflow prevention. 2.3.3(6)Water closet with flush valve handle on wrong side. Page 13 92016 MSA Professional Services,Inc P:W90sW92V00492055\DocumentsV eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 3.0 EXISTING FACILITIES CONDITION ASSESSMENT—FLORA PARK SWIMMMING POOL 3.3. General Building & Grounds Information 3.1.1 General Comments - The buildings associated with this facility are in relatively good condition. Accordingly the building is suited for long-term use. - Review included the free standing concessions building. - Facility does generally comply with the Federal American's with Disabilities Act of 1990, but some deficiencies are identified below. - Higher user ship than Sutton Pool. The proximity to residential areas,and the added amenity mix is understood to contribute to the higher usage. - City's prime concern is associated with water loss and understanding long- term viability of facility. Further desire is for a Family Restroom and Kid's Party areas. Location: Flora Park Swimming Pool, 2525 Green Street, Dubuque, IA Existing Building Construction: Built 1992 Added Children's Pool 2001 Concession Building Unknown, Possible early 90's (not indicated on original drawings) 3 Buildings: Bath House, Concession Building and Storage Shed Uses: Bath House- Staff, Changing & Pool Equipment, Seasonal Use (warm weather) Concessions- Food Service & Gathering/Storage Room (in the past the gathering portion of the building was utilized as a warming shelter for ice skating) Shed- Storage Foundation: Cast-in-place concrete Exterior Walls: Load-Bearing Masonry (CMU/Face brick), Metal Siding at shed Interior Walls: Masonry (CMU) Roof Structure: Bath House: Glu-Laminated Beams,Wood Decking Concessions Bldg.: Wood Rafters Shed: Metal Panel 177 . Page 14 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 3.2 Architectural/Civil Facility Review 3.2.1 Site (1) Some interior and exterior cconcrete sidewalks are cracked and in need of spot repairs. (2) There are indications of inadequate inlet capture in the parking lot adjacent to the concession stand, and the lack of curb and gutter allows for runoff to impact the structure and area around it. (3) Longitudinal slope for designated accessible parking stalls is too great. This could be addressed with parking lot rehabilitation in the future. (4) Signage for designated accessible parking stalls should be replaced or added. (5) The curb ramp between parking and the accessible route to the facility entry are lacking detectable warning panels. Detectable warning should be added. The curb along the ramp is somewhat of a tripping hazard as well. (6) Rim of area drain between playground and water playground should be raised, and the grading adjusted to reduce the slope in the turf area to improve maintenance and safety. (7) There is no accessible route to the playground in the pool area. (8) The playground surface is not ADA compliant, and also creates a maintenance issue with sand being tracked onto the pool deck. (9) Drain for the foot washing station between the pool and the playground appears to be plugged. This should be cleaned, and it is recommended the line be televised at that time to check its condition. (10) There is insufficient lighting on the top platform of the Slide Tower for evening hours of operation. (11) Wall-pack lighting should be added to the east side of the concession stand. (12) A vertical separation in the concrete sidewalk under the south Sunshade Structure should be ground down or replaced. (13) Slide Tower (see aquatics) requires complete prep and repaint of the streel structure, along with provisions to anchor the sunshade structure down to the platform. (14) The concrete block landscape wall near side concessions entry has a small missing cap section. (15) There are steel railings mounted in the concrete deck. These rails are rusty at their base at some locations. Repairs and regular repainting needed. (16) No exterior security system is provided resulting in higher likelihood of vandalism and property damage. Page 15 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa D f 1 uu 00Ok to , - ` y' mills Oil TAS 3.2.2 Exterior Envelope (1) Roofs: Asphalt shingle roofing is 5 years old at the Bath House and in apparent good condition. Asphalt shingle roofing at the Concession Building does not match that of the Bath House;thus its age is uncertain, but also in apparent good condition. (2) Wood fascia, soffit (at serving area) and gable siding at Concessions Building along with the Bath House soffit areas with exposed wood laminated beams and wood decking requires cleaning and staining. (3) Exterior Walls are masonry with a brick exterior face and a concrete masonry unit interior face. The walls are in good condition with sealant joints(control joints and opening perimeters) that are in need of removal and replacement at both the exterior and interior side of the walls. Some north facing brick areas at the base of wall require cleaning on both buildings. (4) There are limited exposed steel lintels at openings and some are rusty; requires preparation and painting. There are some locations at steel lintel bearing with mortar cracking and require mortar joint repair. (5) Concessions Building Doors: Doors and frames need painting. The glass is single pane glass verses the recommended insulated glass. Some locations are and aged with checked cracking that obscures transparency. Page 16 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa Replacement with tempered insulated glass recommended since the building is heated. (6) Concession gathering room windows. Low quality metal windows with single pane glazing. Window replacement recommended. (7) The concession service openings has a non-insulated coiling door, and a screen/plexiglass food service window system. Since the building is heated, replace both with an insulated Ready-Access type food service window. (8) The gas service wall penetration requires sealant, and the piping and meter require painting. (9) Heater stacks are painted with some rust; repaint. (10) Downspout at south west corner of the concessions building is crushed. 3.2.3 Interior Construction/Interior Finishes (1) Wall painting required at staff and equipment areas. (2) At the interior exposed roof structure staining for the wood decking, beams,and siding is a long term need. (3) At the interior exposed steel glu-lam beam bracket connectors there is rust that requires preparation and painting. (4) At the concession building the gypsum ceiling and gable end walls have some drywall cracking and joint failures. Repair and repaint gypsum board in public areas. (5) Some new sealant around plumbing fixtures is needed. (6) A lack of reservable party room(s) was noted as a concern, but it was noted that the Concessions building may serve this function very well. 3.2.4 Building Code/Accessibility (1) Eyewash/shower stations are not provided at the Chemical Storage areas. (2) All room signage is not compliant with raised characters, braille and proper mounting. (3) The concessions concrete service counters/windows are 44" high, and 34-36" is required for a service counter. (4) The central admission concrete service counter is 40" high, and 34-36" is required for a service counter. (5) There is not an accessible shower stall at the Women's Changing Room. (6) There is not an accessible changing bench at either Locker Room. (7) The baby changing stations are too high; provide additional changing stations or replace/remount the existing. (8) The locker room accessible mirrors are too high to the bottom edge (46" vs. the required 40"). Provide supplemental full height mirror. (9) The exterior drinking fountain has a spout at 37.5" versus the required 36". (10) The Men's accessible shower head is 54"vs. 48". (11) Some soap dispensers are too high; 48" maximum required. (12) Offset lavatory traps and insulation required; see plumbing comments. (13) Sloping locker room floor surfaces are steeper than the maximum 1/50 cross slope requirements in some areas. Page 17 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa (14) Multi-roll toilet paper dispensers mounted in close proximity above grab bars and are an impedance to use of the grab bars. (15) A family change room is not provided. This was not required at the time of the original construction and therefore is not required. Adding such a room is one strategy to address accessibility needs and gender neutral issues. 3.3 Plumbing, HVAC& Electrical Facility Reviews 33.1 Splash Pool Mechanical Room (1) Two ceiling fans are a little rusty. They are past their average life expectancy, but not critical to room operation. Replace when they fail. (2) Existing louver too high for required combustion air. One opening should be within 12" of floor,the other within 12"of top of enclosure. 33.2 Splash Pool Chlorine Room (1) Room has no leak detection. Current code requires detector and an alarm. Alarm needs to be on exterior of room. (2) Room has no mechanical ventilation; only has opening high on one wall. An exhaust fan located 8" above floor should be added that produces 15 air changes per hour with wall switch located outside of the chlorine storage room. (3) Janitor sink faucet and copper piping are corroded. Faucet is in poor condition. Recommend replacement of faucet and piping in next 5 years. (4) No eye wash or emergency shower exists outside of room. OSHA requires one where chemicals are used. (5) Light switch needs to control ventilation as well as lighting,and needs to be on exterior of room. 333 Main Pool Chlorine Room (1) Room has no leak detection. Current code requires detector and an alarm. Alarm needs to be on exterior of room. (2) Room has power exhauster through wall. The fan should provide 15 air changes per hour. Existing plans did not give an air flow rate. Fan does not appear to be functioning. It should turn on when lights are on. Replace fan with new unit. (3) Repair GFI receptacle labeled not working. (4) Electrical panels are rusty and paint is peeling off. Interior appears to be in good condition. 33.4 Janitor/Mechanical Room (1) Domestic water heater built in 2003; 75,100 BTU input with 75 gallon storage. It is externally in good condition, but approaching its end of life expectancy. The flue is crooked and touching some hot water piping insulation. Insulation has turned brown where touching hot flue. Straighten flue to avoid touching insulation. Page 18 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa (2) Water heater has an ASSE1017 thermostatic mixing valve that serves single temperature showers and lavatories. Current code requires ASSE 1069. (3) Domestic hot water recirculation pump appears to be in okay condition. Pump does not have any automatic controls. Energy code now requires thermostat and demand controls. (4) Not all hot water piping is insulated, insulate hot water and hot water return piping. 3.3.5 Main Pool Mechanical Room (1) Main pool gas heater is Raypak model P-1670. Input=1,670 MBH,output = 1,352.7 MBH. This unit has original flue and is in poor condition with rusting. When heater is replaced replace flue. If heater is increased make sure combustion intake is sufficient. Each of the two openings shall be 1 sq in. per 4,000 BTU input. One opening within 12" of floor, and other within 12" of the top of enclosure. (2) Domestic water heater built in 2015. Rheem 75,100 BTU input with 75 gallon storage. It is in good condition (3) Hot water piping is not insulated. Insulate hot water and hot water return piping. (4) Electrical wireway is not properly closed. 3.3.6 Men's Locker/Shower Room (1) Showers have one drain for multiple heads. Plumbing code now does not allow water from one person to travel past another's shower. (2) Lavatories do not have ADA insulation protection on waste and water piping. (3) Cold water piping is insulated with ASJ jacketed fiberglass insulation, jacket is falling apart. New insulation should have a water proof insulation jacket. (4) Hot water and hot water return piping is not insulated. System has hot water recirculation and should be insulated. (5) Room has a hose bib without code required backflow preventer. Install a screw on vacuum backflow preventer. 33.7 Women's Locker/Shower Room (1) Some showers have a drain for multiple heads or drains in adjacent stall, plumbing code now does not allow water from one person to travel past another's shower. (2) ADA shower does not meet requirements. Head is 4'-4" above floor, current ADA calls for 4'-0". (3) Lavatories do not have ADA insulation protection on waste and water piping. (4) Cold water piping is insulated with ASJ jacketed fiberglass insulation that falling apart. New insulation should have a water proof insulation jacket. (5) Hot water and hot water return piping is not insulated. System has hot water recirculation and should be insulated. Page 19 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa (6) Water closet flush valve does not meet ADA because the handle is not facing the open side of stall. Can either re-pipe or install automatic flush with sensor. (7) Room has a hose bib without code required backflow preventer. Install a screw on vacuum backflow preventer. (8) Receptacles next to sink needs to be G FI. 3.3.8 Exterior (1) Rinse shower between pool and play area requires tempered water. (2) Hose bibs around pool area require vacuum breakers (3) There is a leak in water system serving pool deck hose bibs. Replacement of piping would require major concrete work. Recommend closing shutoff valve near water service entrance whenever hoses are not being used until system can be replaced. 3.3.9 Concessions Building (1) Kitchen sink has 2 hose bibs without backflow preventers. Install screw on vacuum breaker back floe preventer. (2) Kitchen sink waste does not meet code. Sink drain extends down into waste piping, and an air gap is required. Also trap made of multiple elbows is not a code compliant P trap. (3) Lavatory does not have ADA insulation protection on waste and water piping. (4) Water heater in mechanical room does not code required thermostatic mixingvalve. Add an ASSE1017 thermostatic valve. (5) Mop sink in mechanical room has 2 hose bibs without backflow preventers. Install screw on vacuum breaker back floe preventer. (6) Restroom water closet does not meet ADA because flush handle is not on open side of room. Tank would need to be replaced. (7) All receptacles in kitchen area need to be GFI. 3.4 Swimming Pools and Equipment— See Appendix I Page 20 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa nlui 3.2.1(2)Inadequate intake and lack of curb and gutter 3.2.1 (4)Missing accessible parking stall signage rl - - __r 3.2.1(5)Curb Ramp missing detectable and tripping 3.2.1 (6)Area drain to be raised All a -- 3.2.1(7)(S) Playground 3.2.1 (12)Vertical separation in concrete Page 21 92016 MSA Professional Services,Inc P:W90sW92V00492055\DocumentsV eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 3.2.2(2)Concession siding/soffit fascia stain 3.2.2(2) Bath House Stain s 1 3.2.2(3)Sealant at Brick 3.2.2(3)(4)Area drain to be raised G 5' 3.2.2(6)Concessions door repaint and glazing replacement 3.2.2(7)Concession Bldg.Windows Page 22 92016 MSA Professional Services,Inc P:W90sW92V00492055VDocumentsV eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa �► �.a I! soM RON f _ /rte%//%/rte• ,, _ 3.2.2(B)Concessions non-insulated service window 3.2.3(1)Staff&equipment areas in need or painting 3.2.3(2)Interior stain needed 3.2.3(3) Rusty beam connectors need prep/paint 3.2.3(4)Concession Bldg.drywall cracks and other 3.2.4(2) Non-Compliant Room Signage Page 23 92016 MSA Professional Services,Inc P:W90sW92V00492055\DocumentsV eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa L _ r _ I _ 3.3.7(1)Shower water from 1 shower runs over to 3.3.7(4)&3.3.7 (7)Poor condition insulation&hose bib adjoining stall. without backflow preventer. 3.3.6.1 Single drain for all showers,water runs across 3.3.7.6 Flush valve handle facing wrong way. floor where others have to walk to get to shower. 3.3.5(1)Rusty pool heater and flue. 3.3.4(1) Insulation touching hot flue. Page 24 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 4.0 RECOMMENDATIONS FOR REPAIR AND/OR REPLACEMENT 4.1 General Comments The aquatic facilities are in solid condition, but do have on-going issues and deficiencies due to its age and configuration. If the facilities remain for long term use, upgrades are recommended to accommodate staff and public needs. A new facility(s) offers the most positive attributes. Some advantages include increased user ship and lower long term major maintenance needs. New facilities could address current and future needs, along with provisions that allow for simple future expansion and amenities. General user ship observations conveyed by the City include the fact that the Legion Pool is embedded in a neighborhood with a seemingly more remote general community access and community visibility, but the facility does see greater usage and neighborhood patronage. The VFW pool, however, is located in a more general area from access standpoint with more dedicated parking infrastructure and is located in the same park as the Dubuque Community Center. 4.2 Cost Avoidance Any effort to address the City of Dubuque's facility and department needs requires a strategy to avoid spending money on facilities that will be replaced in the long-term due to inadequacies. The avoidance of such inefficient expenditures is desirable. If major building projects are undertaken,such a strategy can be expected to require a larger initial expenditure to reap the benefit of such long term savings and department efficiencies. In the process of remodeling existing facilities (if they are not expanded), cost savings based on reduced energy consumption can be achieved by improving the exterior envelope construction of the buildings with added insulation and replacement windows. However, when new construction replaces existing facilities, higher energy consumption costs are often encountered. New facilities are often larger than the ones they replace and mechanical and ventilation requirements meeting today's building codes are more stringent. With proper development and added investment in sustainable technologies, energy consumption will be reduced from an option without such measures. 4.3 Sustainability A positive goal to consider is the sustainable means and methods which would best develop the City's facilities. Sustainable means can be achieved with the use of energy efficient equipment and design along with items made of renewable materials. Sustainable measures are those which fulfill present and future needs while preserving and not harming renewable resources through unique human-environmental systems of a site or building,thus including air,water, land,energy,and human ecology and/or those of other off-site sustainable systems. The built environment associated with the City's buildings and grounds is a key consideration when addressing this goal. This is a very relevant consideration, between the resources needed to construct and maintain the facility and the energy consumed by a facility. Page 25 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa Ideally added efficiencies can be captured as part of the ongoing improvement efforts and possible replacement. Such sustainable measures should save the City money in the long run, and thus be a good investment and of positive value. Though this report does not develop specific sustainable measures,any proposed project with renovation or new construction should be developed and constructed with sensitivity to sustainability. 4.4 Recommended Improvements The recommended improvements of this overview study are general in nature. The items identified are specific to perceive needs, and DO NOT include ongoing facility general maintenance items that are not deficient at this time. They can vary in nature from code improvements, maintenance improvements to aesthetic improvements. Priorities are subjective to the City's consideration, and the needs can intermingle and vary based on implementation. Accordingly the following list of priority categories may merge and intertwine, but the following offers some groupings for the City to consider. Priority Types: Priority Immediate Observed Life Safety, Hazardous and priory Physical Conditions. Priority B 1 to 2 years; Maintenance items or non-priority code items. Priority 1 to 4 years; lower priority maintenance item, performance enhancing or code deficiency that is otherwise grandfathered (optional). Priority D 1 to 6 years (optional); aesthetic amenity Improvement to provide greater enjoyment to the patrons. Not all identified deficiencies can be easily addressed by a renovation effort. In some case facility replacement may be more practical, and thus renovation costs for such items are not budgeted. Such items include the small and inadequate concessions facilities. The following cost estimates are general and very approximate, for general budgeting purposes and "Big-Picture' facility consideration. The nature of costs can vary widely based on the method of how the work is combined and implemented. When the project priorities and the desired work are identified, it is recommended to work with an architect/engineer to further develop the detailed solutions to thoroughly address the facility needs. Costs do not include Architectural and Engineering fees since those fees can vary greatly depending on the nature of services provided. Page 26 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 4.4.1 Sutton Pool Facility Item Recommendations Probable Cost Priority # Range Type 2.2.1 Site 1 General sidewalk repair. $2,000-4,000 C 2 Fill horizontal separations in sidewalk $600-1,000 A accessible route. 3 Install detectable warning panels in curb $3,000-4,000 B ra m ps. 4 Parking lot rehabilitation or replacement. $30,000-110,000 B 5 Replace parking blocks. $8,000-10,000 C 6 Re-route Truck Traffic. $80,000-110,000 C 7 See Aquatics Item that addresses this. 8 Repair vertical separation southwest of Pool $7,000-9,000 C Equipment Building. 9 Repaint southwest Sunshade components. $2,000 A 10 Repair landscape walls with tuck pointing $3,000-5,000 B and sealing. 11 Repair brick bases for concrete benches at $1,000-1,200 B entry with tuck pointing and sealing. 12 Install exterior security camera system. $10,000-20,000 C 13 Relocate water main from under Water $25,000-35,000 D Playground. 2.2.2 Exterior Envelope 1 Minor roofing repairs and paint roof edge. $3,000 C 2 Prepare and stain wood soffits/beams. $4,000 B 3 Sealant and minor masonry repairs. $4,000 B 4 Prepare and paint all exposed steel lintels. $1,000 B 5 Prepare and paint Gas service and seal wall $1,000 B penetration. Repair foundation with excavation, removal of loose concrete and wall patching. Adding 6 full height masonry control joints are a $6,000-12,000 C further option that is included in this cost, but based may not be necessary based on the age of the facility. Page 27 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa Item Recommendations Probable Cost Priority # Range Type 7 Concessions door repair and repaint or $1,000-5,000 B replace with a new FRP door&frame. 8 Replace 2 closers. $500 C 9 Add perimeter sealant at lifeguard window. $100 B 2.2.3 Interior Construction/Interior Finishes 1 Wall Painting. $1,000-2,000 B Exposed wood roof structure &siding 2 staining. Include steel bracket connectors at $4,000-$5,000 D beams. 2.2.4 Building Code/Accessibility 1 See plumbing comment. 2 Add ADA room signage. $600 A This issue requires further assessment. First by surveying the pool deck and zero depth 3 pool to identify the conditions and consider $10,000-25,000 B the remedy. Surveying would cost about $1,200. Lower service counter by 10". One approach would be to remount the existing 4 screened window and coiling door,and the $6,000—11,000 B other would be to install a new Ready- Access concessions window. 5 Lower a central 36"wide portion of the $3,000-4,000 B admissions counter. Identify a different stall as accessible and 6 add grab bars. The plumbing portion of this $1,000 B is covered under the associated plumbing item. Consider placing this where the baby changing counter is presently located. $2,000-2,500 B 8 Add a fold down wall mounted baby $500 B changing station in new location. Rework and partially replace toilet partitions 9 to address Men's non-compliant toilet $1,000-3,000 B location. 10 Provide full height mirror. $500 B 11 See plumbing item. 12 Remount some soap dispensers; by City. $0 Page 28 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa Item Recommendations Probable Cost Priority # Range Type 13 See plumbing item. -- 14 Replace Toilet Seats at both rooms. $300 B Further detailed assessment of the slopes is needed by surveying the rooms. Strategies 15 to correct could be dedicating an accessible $8,000-$24,000 B route. Thus partial to almost full replacement of much of the floor may be needed. 16 Relocate toilet paper dispenser, may require B a different type of dispenser. Work by City. Family Changing/Restroom—This option would need design consideration and is 17 expected to require a building addition. This $20,000-40,000 Optional may be in lieu of other ADA alterations to the locker rooms 2.3.1 Splash Pool Mechanical Room 1 No work needed 2 Replace Domestic water heater,flue and 7,000 to 10,500 C piping 3 Change thermostatic mixing valve 500 to 1,000 C 4 Domestic circulation pump control 600 to 1,100 C 5 See item 2 6 Gas regulator vents 400 to 1,200 A 7 Ceiling fans 400 to 700 D 8 Chlorine fan monitors and alarms 1,700 to 2,200 A 9 No work needed corrosion is aesthetic issue only 2.3.2 Men's Locker/Shower Room 1 Shower Drains make individual/shower 7,000 to 12,000 C 2 ADA shower head height 200 to 400 C 3 ADA lavatories insulation kits. 200 to 300 C 4 Replace cold water piping insulation 900 to 1,300 B 5 Insulate hot water and hot water return 1,200 to 1,600 B piping Page 29 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa Item Recommendations Probable Cost Priority # Range Type 6 Install vacuum breaker backflow preventer 100 to 200 C on hose connections 2.3.3 Women's Locker/Shower Room 1 Shower Drains make individual/shower 8,000 to 12,000 C 2 ADA shower head height 200 to 400 C 3 ADA lavatories insulation kits. 200 to 300 C 4 Replace cold water piping insulation 900 to 1,300 B 5 Insulate hot water and hot water return 1,200 to 1,600 B piping 6 ADA water closet flush valve 300 to 600 C 7 Install vacuum breaker backflow preventer 100 to 200 C on hose connections 2.3.4 Concessions Rooms 1 Add a thermostatic mixing valve. MEP to 350 to 500 C clarify 2 ADA lavatories insulation kit, and new faucet 250 to 500 C handles 3 Install vacuum breaker backflow preventer 75 to 150 C on hose connections 4 Replace with GFI outlets 200-300 A 2.3.5 Exterior 1 No work, City to consider -- 2 Install vacuum breaker backflow preventer 220 to 350 C on hose connections 2.3.6 Main Pool Mechanical Room 1 Combustion air intake 2,800 to 3,800 D 2 Repair faucet 100 to 150 C 2.3.7 Chlorine Storage Room 1 Chlorine room fan monitor and alarm 1,700 to 2,300 A 2 Eye wash/shower near chemical rooms, 4,000 to 6,000 A main pool and splash pool 3 See Item 1 Note: see Appendix I for the recommended Aquatics Improvements. Page 30 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 4.4.2 Flora Pool Facility Item Probable Cost Priority # Recommendations Type Range T e 3.2.1 Site 1 General sidewalk repair. $2,000-3,000 C 2 Install curb and gutter and intake in parking $8,000-$12,000 C lot adjacent to concession stand. 3 Replace accessible parking stalls to address $14,000-18,000 D non-compliant slopes. 4 Install property signage for accessible $200-400 A parking stalls. 5 Install detectable warning panels in curb $2,000-3,000 B ramps. Raise rim elevation of area drain and re- 6 grade surrounding turf area between water $5,000-7,000 C playground and standard playground. 7 Install accessible route to standard $10,000-15,000 B playground. Replace standard playground surface with 8 $70,000-$90,000 C ADA compliant and non-granular surface 9 Clean and televise drain line for foot wash $600-1,000 B below standard playground. 10 Add site lighting to properly illuminate the $6,000-9,000 A top platform of the slide tower. 11 Add wall-pack lighting to east wall of $1,000-1,500 A concession stand. 12 Grind flush vertical separation in sidewalk $600-800 B near south Sunshade structure. 13 See Aquatics Item that addresses this. 14 Replace and repair landscape wall block and $500-1,000 C ca p. 15 Repair steel railing where needed and $3,000-6,000 C repaint all. 16 Install exterior security camera system. $10,000-20,000 C 3.2.2 Exterior Envelope 1 No Work 2 Prepare and stain wood soffits/beams. $4,000 B 3 Sealant and minor masonry cleaning. $3,000 B 4 Prepare and paint all exposed steel lintels. $1,000 B Page 31 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa Item Probable Cost Priority # Recommendations YP Range Type 5 Painting exterior concession doors &frames $2,000-3,000 C and replacing the glass with insulated type. 6 Replace 3 windows with aluminum $4,000-6,000 C commercial windows with insulated glass. 7 See this item as addressed in item 3.2.4(3). 8 Prepare and paint Gas service and seal wall $1,000 B penetration. 9 See Mechanical comments. 10 Replaced Downspout. $500 B 3.2.3 Interior Construction/Interior Finishes 1 Wall Painting. $1,000-2,000 B 2 Exposed wood roof structure &siding $3,000-$4,000 D restaining. 3 Prepare and paint structural connectors at $1,000 A glu-lam beams. 4 Repair drywall and repaint. $1,500-2,000 C 5 Sealant at plumbing fixtures $300 C With the desire to have a reservable party room and the existing of the former warming area,there seems to be an opportunity to meet this need. There is 6 even the further opportunity to have this be Optional an auxiliary reservable year-round gathering p location. Door hardware may need adjustment to accommodate. Another option could be to renovate this area into accessible family restrooms. No cost listed. 3.2.4 Building Code/Accessibility 1 See plumbing comment. 2 Add ADA room signage. $600 A Lower service counter by 10". Remove 3 coiling door and concessions window and $10,000-14,000 B install a new Ready-Access concessions window with insulated glass. 4 Lower a central 36" wide portion of the $3,000-4,000 B admissions counter. 5 Identify a different stall as accessible and $1,000 B add grab bars. The plumbing portion of this Page 32 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa Item Probable Cost Priority # Recommendations YP Range Type is covered under the associated plumbing item. Consider placing this where the baby 6 changing counter is presently located. $2,000-2,500 B 7 Add a fold down wall mounted baby $500 B changing station in new location. 8 Provide full height mirror. $500 B 9 Remove and lower/remount drinking $500 B fountain. 10 See plumbing item. -- 11 Remount some soap dispensers; by City. 12 See plumbing item. Further detailed assessment of the slopes is needed by surveying the rooms. Strategies 13 to correct could be dedicating an accessible $8,000-$24,000 B route. Thus partial to almost full replacement of much of the floor may be needed. 14 Relocate toilet paper dispenser, may require B a different type of dispenser. Work by City. Family Changing/Restroom—This option would need design consideration and is 15 expected to require a building addition. This $20,000-40,000 Optional may be in lieu of other ADA alterations to the locker rooms. 3.3.1 Splash Pool Mechanical Room 1 No work -- 2 Modify combustion air louver to have $300-800 D opening within 12" of floor 3.3.2 Splash Pool Chlorine Room 1 See item 2 2 Chlorine room fans monitor and alarm $1,800-2,300 A 3 Janitors sink faucet and piping $450-900 D 4 Eye wash/shower near chemical rooms $1,800-2,500 A 5 See item 2 Page 33 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 3.3.3 Main Pool Chlorine Room 1 See item 2 2 Chlorine room fan monitors and alarm $1,600-2,100 A 3 GFI Outlets $200-300 A 4 No work needed -- 3.3.4 Janitor/Mechanical Room 1 Replace Domestic water heater, flue and $6,500-10,000 C piping 1B Repair water heater flue not to touch pipe $300-500 A insulation 2 Change thermostatic mixing valve $350-500 C 3 Domestic circulation pump control $300-600 C 4 Install vacuum breaker backflow preventer $100-200 C on hose connection 3.3.5 Main Pool Mechanical Room 1 Chlorine leak detection,alarm and fan $2,800-3,800 D 2 Refer to#1 -- 3 Insulate piping $200-300 B 4 Close electrical wireway $100 C 3.3.6 Men's Locker/Shower Room 1 Shower drain make individual $7,000-12,000 C 2 ADA Lavatories insulation kits $200-300 C 3 Replace cold water pipe insulation $900-1,300 B 4 Insulate hot water and hot return piping $1,200-1,600 B 5 Install vacuum breaker backflow preventer $100-200 C on hose connection 3.3.7 Women's Locker/Shower Room 1 Shower Drains make individual/shower $8,000-12,000 C 2 ADA shower head height $200-400 C 3 ADA Lavatories insulation kits $200-300 C 4 Replace cold water pipe insulation $900-1,300 B 5 Insulate hot water and hot return piping $1,200-1,600 B Page 34 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 6 ADA water closet flush valve $300-600 C 7 Install vacuum breaker backflow preventer $100-200 C on hose connection 8 Install GFI receptacles that are near sinks $200-300 A 3.3.8 Exterior 1 Rinse shower provide tempered water $3,200-11,000 D 2 Install vacuum breaker backflow preventer $100-200 C on hose connection 3 Repair or replace leaking piping to pool deck $100 C hose bibs 3.3.9 Concessions Building 1 Install vacuum breaker backflow preventer $200-300 C on hose connections 2 Modify waste piping from kitchen sink $400-800 B 3 ADA Lavatories insulation kits $100-200 C 4 Add thermostatic mixing valve at water $350-500 C heater 5 Install vacuum breaker backflow preventer $100-200 C on mop sink hose connections 6 Replace water closet bowl to meet ADA $200-300 C 7 GFI Outlets $200-300 A Note: See Appendix I for the recommended Aquatics Improvements. Page 35 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa 4.4.3 prioritized Summary of Improvements The following is a summary of ALL facility and aquatics improvements. Items are placed in priority types, and see the comments of section 4.4 for further budget context and explanation of priority types. The items are separated on a facility by facility basis. See the summaries on the following pages. Page 36 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa SUTTON POOL -Improvement Priority&Cost Summary(Building&Site Only) PriorityTypeA (Immediate) Item# Item Name Cost 2.21 Site 2 Fill horizontal separations in sidewalk accessible route. $600-1,000 9 Repaint southwest Sunshade components. $2,000 2.2.4 Building Code/Accessibility 2 1 Add ADA room signage. $600 2.3.1 Splash Pool Mechanical Room 6 Gas regu lato rvents 400 to 1200 S Chlorine an monitors and alarms 1,700 to 2,200 2.3.4 Concessions Rooms 4 1 Replace with GFI outlets 200-300 2.3.7 Chlorine Storage Room 1 Chlorine room fan monitor and alarm 1,700 to 2,300 2 Eye wash/shower near chemical rooms,main pool and splash 4,000 to 6,000 pool Subtotal $10,000-14,000 Priority Type B (1 to z years) Item# Item Name Cost 2.21 Site 3 Install detectable warning panels in curb ramps. $3,000-4,000 4 Parking lot rehabilitation or replacement. $30,000-110,000 10 Repair landscape walls with tuck pointing and sealing. $3,000-5,000 11 Repair brick bases for concrete benches at entry with tuck pointing and sealing. $1,000-1,200 2.2.2 Exterior Envelope 2 Prepare and stain wood soffits/beams. $4,000 3 Sealant and minor masonry repairs. $4,000 4 Prepare and paint all exposed steel lintels. $1,000 5 Prepare and paint Gas service and seal wall penetration. $1,000 7 Concessions door repair and repaint or replace with a new FRP $1,000-5,000 door&frame. 9 Add perimeter sealant at lifeguard window. $100 2.2.3 Interior Construction/Interior Finishes 1 Wall Painting. $1,000-2,000 2.2.4 Building Code/Accessibility This issue requires further assessment. First by surveyingthe 3 pool deck and zero depth pool to identifythe conditions and $10,000-25,000 considerthe remedy. Surveying would cost about$1,200. Lower service counter by 10". One approach would be to 4 remount the existing screened window and coiling door,and the $6,000-11,000 other would be to install a new Ready-Access concessions window. 5 Lower a central 36"wide portion of the admissions counter. $3,000-4,000 Identify a different stall as accessible and add grab bars.The 6 plumbing portion of this is covered underthe associated $1,000 plumbing item. 7 Consider placing this where the baby changing counter is $2,000-2,500 presently located. B Add a fold down wall mounted baby changing station in new $500 location. 9 Rework and partially replace toilet partitions to address Men's $1,000-3,000 non-compliant toilet location. 10 Provide full height mirror. $500 Page 37 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report docx 2016 Aquatics Facility Evaluation Dubuque, Iowa SUTTON POOL -Improvement Priority&Cost Summary(Building&Site Only) 14 Replace Toilet Seats at both rooms. $300 Further detailed assessment of the slopes is needed by surveying 15 the rooms.Strategies to correct could be dedicating an accessible $8,000-$24,000 route. Thus partial to almost full replacement of much of the floor may be needed. 16 Relocate toilet paper dispenser,may require a different type of dispenser.Work by City. 2.3.2 Men's Locker/Shower Room 4 Replace cold water piping insulation 900 to 1,300 5 Insulate hot water and hot water return piping 1,200 to 1,600 2.3.3 Women's Locker/Shower Rooms 4Replace cold water piping insulation 900 to 1,300 5 Insulate hot water and hot water return piping 1,200 to 1,600 Subtotal $78,000-209,000 Priority TypeC (1 to4 years—some optional) Item# Item Name Cost 2.2.1 Site 1 General sidewalk repair. $2,000-4,000 5 Replace parking blocks. $8,000-10,000 6 Re-route Truck Traffic. $80,000-110,000 8 Repair vertical separation southwest of Pool Equipment Building. $7,000-9,000 12 Install exterior security camera system. $10,000-20,000 2.2.2 Exterior Envelope 1 Minor roofing repairs and paint roof edge. $3,000 Repair foundation with excavation,removal of loose concrete and 6 wall patching. Adding full height masonry control joints are a $6,000-12,000 further option that is included in this cost,but based may not be necessary based on the age of the facility. 8 Replace 2 closers. $500 2.3.1 Splash Pool Mechanical Room 2 Replace Domestic water heater,flue and piping 7,000 to 10,500 3 Change thermostatic mixing valve 500 to 1000 4 Domestic circulation pump control 600 to 1100 2.3.2 Men's Locker/Shower Room 1 Shower Drains make individual/shower 7,000 to 12,000 2 ADA shower head height 200 to 400 3 ADA lavatories insulation kits. 200 to 300 6 Install vacuum breaker backflow preventer on hose connections 100 to 200 2.3.3 Women's Locker/Shower Room 1 Shower Drains make individual/shower 8,000 to 12,000 2 ADA shower head height 200 to 400 3 ADA lavatories insulation kits. 200 to 300 6 ADA water closet flush valve 300 to 600 7 Install vacuum breaker backflow preventer on hose connections 100 to 200 2.3.4 Concessions Rooms 1Add a thermostatic mixing valve.MEP to clarify 350 to 500 2 ADA the insulation kit,and new faucet handles 250 to 500 3 Install vacuum breaker backflow preventer on hose connections 75 to 150 2.3.5 Exterior 2 1 Install vacuum breaker backflow preventer on hose connections 220 to 350 2.3.6 Main Pool Mechanical Room 2 Repairfaucet 100 to 150 Subtotal $142,000-162,000 Page 38 92016 MSA Professional Services,Inc P:W90sW92V00492055\DocumentsV eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa Priority Type (1 to 6 years-some optional) Item# Item Name Cost 2.2.1 Site 13 Relocate water main from under Water Playground. $25,000-35,000 2.2.3 Interior Construction/Interior Finishes 2 Exposed wood roof structure&siding staining.Include steel $4,000-$5,000 bracket connectors at beams. 2.3.1 Splash Pool Mechanical Room 7 1 Ceilingfans 400 to 700 2.3.6 Main Pool Mechanical Room 1 Combustion air intake 2,500 to 3,500 Subtotal $33,000—$45,000 Grand Total $263,000-430,000 Page 39 92016 MSA Professional Services,Inc P:W90sW92V00492055\DocumentsV eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa FLORA POOL -Improvement Priority&Cost Summary(Building&Site Only) PriorityTypeA (Immediate) Item# Item Name Cost 3.2.1 Site 4 Install property signage for accessible parking stalls. $200-400 10 Add site lighting to properly illuminate the top platform of the $6,000-9,000 slide tower. 11 Add wall-pack lighting to east wall of concession stand. $1,000-1,500 3.2.3 Interior Construction/Interior Finishes 3 1 Prepare and Paint Glu Lam Connectors $1,000 3.2.4 Building Code/Accessibility 2 Add ADA room signage. $600 3.3.2 Splash Pool Chlorine Room 2 Chlorine room fans monitor and alarm $1,500-2,300 4 Eye wash/shower near chemical rooms $1,500-2,500 3.3.3 Main Pool Chlorine Room 2Chlorine room fan monitors and alarm $1,600-2,100 3 GFI Out lets $200-300 3.3.4 Janitor/Mechanical Room 113 1 Repair water heater flue not to touch pipe insulation $300-500 3.3.7 Women's Locker/Shower Room S Install GFI receptacles that are near sinks $200-300 3.3.9 Concession Building 7 GFI Outlets $200-300 Subtotal S15,000-21,000 Priority Type B (1 to2years) Item# Item Name Cost 3.2.1 Site 5 Install detectable warning panels in curb ramps. $2,000-3,000 7 Install accessible route to standard playground. $10,000-15,000 9 Clean and televise drain line for foot wash below standard $600-1,000 playground. 12 Grind flush vertical separation in sidewalk near south Sunshade $600-500 structure. 3.2.2 Exterior Envelope 2 Prepare and stain wood soffits/beams. $4,000 3 Sealant and minor masonry cleaning. $3,000 4 Prepare and paint all exposed steel lintels. $1,000 S Prepare and paint Gas service and seal wall penetration. $1,000 10 Replaced Downspout. $500 3.2.3 Interior Construction/Interior Finishes 1 I Wall Painting. $1,000-2,000 3.2.4 Building Code/Accessibility Lower service counter by 10". Remove coiling door and 3 concessions window and install a new Ready-Access concessions $10,000-14,000 window with insulated glass. 4 Lower a central 36"wide portion of the admissions counter. $3,000-4,000 Identify a different stall as accessible and add grab bars.The 5 plumbing portion of this is covered under the associated $1,000 plumbing item. 6 Consider placing this where the baby changing counter is $2,000-2,500 presently located. 7 Add a fold down wall mounted baby changing station in new $500 location. S Provide full height mirror. $500 9 Remove and lower/remount drinking fountain. $500 Page 40 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report docx 2016 Aquatics Facility Evaluation Dubuque, Iowa FLORA POOL -Improvement Priority&Cost Summary(Building&Site Only) Further detailed assessment of the slopes is needed by surveying 13 the rooms.Strategies to correct could be dedicating an accessible $8,000-$24,000 route. Thus partial to almost full replacement of much of the floor may be needed. 14 Relocate toilet paper dispenser, may require a different type of dispenser.Work by City. 3.3.5 Main Pool Mechanical Room 3 1 Insulate piping $200-300 3.3.6 Men's Locker/Shower Room 3 Replace cold water pipe insulation $900-1,300 4 Insulate hot water and hot return piping $1,200-1,600 3.3.7 Women's Locker/Shower Room 4Replace cold water pipe insulation $900-1,300 5 Insulate hot water and hot return piping $1,200-1,600 3.3.9 Concessions Building 2 Modify waste pipingfrom kitchen sink $400-800 Subtotal $54,000-85,000 Priority Type C (1 to 4 years—some optional) Item# Item Name Cost 3.2.1 Site 1 General sidewalk repair. $2,000-3,000 2 Install curb and gutter and intake in parking lot adjacent to $8,000-$12,000 concession stand. Raise rim elevation of area drain and re-grade surroundingturf 6 area between water playground and standard playground. $5,000-7,000 8 Replace standard playground surface with ADA compliant and $70,000-$90,000 non-granular surface 14 Replace and repair landscape wall block and cap. $500-1,000 15 Repair steel railing where needed and repaint all. $3,000-6,000 16 Install exterior security camera system. $10,000-20,000 3.2.2 Exterior Envelope 5 Painting exterior concession doors&frames and replacing the $2,000-3,000 glass with insulated type. 6 Replace 3 windows with aluminum commercial windows with $4,000-6,000 insulated glass. 3.2.3 Interior Construction/Interior Finishes 4 Repair drywall and repaint. $1,500-2,000 5 Sealant at plumbing fixtures $300 3.3.4 Janitor/Mechanical Room 1 Replace Domestic water heater,flue and piping $6,500-10,000 2 Change thermostatic mixing valve $350-500 3 Domestic circulation pump control $300-600 4 Install vacuum breaker backflow preventer on hose connection $100-200 3.3.5 Main Pool Mechanical Room 4 1 Close electrical wireway $100 3.3.6 Men's Locker/Shower Room 1 Shower drain make individual $7,000-12,000 2 ADA Lavatories insulation kits $200-300 5 Install vacuum breaker backflow preventer on hose connection $100-200 3.3.7 Women's Locker/Shower Room 1 Shower Drains make individual/shower $8,000-12,000 2 ADA shower head height $200-400 3 ADA Lavatories insulation kits $200-300 6 ADA water closet flush valve $300-600 7 Install vacuum breaker backflow preventer on hose connection $100-200 Page 41 92016 MSA Professional Services,Inc P:W90sW92V00492055\DocumentsV eporfsV00492055 Dubuque Aquatic Facilities Report docx 2016 Aquatics Facility Evaluation Dubuque, Iowa FLORA POOL -Improvement Priority&Cost Summary(Building&Site Only) 3.3.8 Exterior 2 Install vacuum breaker backflow preventer on hose connection $100-200 3 Repair or replace leaking piping to pool deck hose bibs $100 3.3.9 Concessions Building 1 Install vacuum breaker backflow preventer on hose connections $200-300 3 ADA Lavatories insulation kits $100-200 4 Add thermostatic mixing valve at water heater $350-500 5 Install vacuum breaker backflow preventer on mop sink hose $100-200 connections 6 Replace water closet bowl to meet ADA $200-300 Subtotal $131,000-191,000 Priority Type (1 to 6years-some optional) Item# Item Name Cost 3.2.1 Site 3 Replace accessible parking stalls to address non-compliant slopes. $14,000-18,000 3.2.3 Interior Construction/Interior Finishes 2 1 Exposed wood roof structure&siding restaining. $3,000-$4,000 3.3.1 Splash Pool Mechanical Room 2 1 Modify combustion air louver to have opening within 12"of floor $300-800 3.3.2 Splash Pool Chlorine Room 3 1 Janitors sink faucet and piping $450-900 3.3.5 Main Pool Mechanical Room 1 1 Chlorine leak detection,alarm and fan $2,800-3,800 3.3.8 Exterior 1 Rinse shower provide tempered water $3,200-11,000 Subtotal $24,000-38,000 Grand Total $224,000-335,000 Page 42 92016 MSA Professional Services,Inc P:W90sW92V00492055\DocumentsV eporfsV00492055 Dubuque Aquatic Facilities Report docx 2016 Aquatics Facility Evaluation Dubuque, Iowa 4.5 Facility Options The Dubuque Park System operates two similar swimming pool facilities,the Flora Park Pool and the Nicholas J. Sutton Pool. Both facilities consist of a swimming pool, water slides and a wading pool. Both facilities were built within five years of each other, and are experiencing similar issues. Perceived tentative "big-picture"options to address the needs identified include the following options: Option One: "Status Quo' - Invest in improving the existing facilities and forecast for short and long term expenses. The minimal investment which should be considered for each facility is evaluation of each pool to determine water loss source, and a VGB analysis of the wading pool. This evaluation would determine the best way to stabilize the pool's operations and to ascertain the safety of the wading pools' submerged outlets. Projected costfor this analysis is$20,000 - $50,000 perfacility. Based upon the general findings of this evaluation, maintaining the existing pools facilities will require an approximate investment within the next five-six years as follows: Sutton Pool Facility Buildings/Site $265,000 to$430,000 Aquatics $1,000,000 to$2,000,000 Total $1,265,000to$2,430,000 Flora Pool Facility Buildings/Site $224,000 to$335,000 Aquatics $1,200,000 to$2,�00,000 Total $1,425,000to$2,635,000 Note:There are also other optional improvements listed the report. Option Two: "Replacement" - Complete facility replacement for one or both facilities. It is understood that maintaining aquatics facilities in two locations similar to the existing is desired to serve the residence well. Replacing the existing pools with a new facility obviously varies with the size and program of the facility contemplated. If the Sutton and Flora pools were replaced"in kind", the aquatics works (excluding buildings & site development) investment would likely be about 4.2 million at Sutton, and 4.6 million for Flora. Again, this is replacement of pools, decks, slides and activities with a substantially similar product. Costs do not include work related to buildings, perimeter fencing, parking or site infrastructure. If additional recreation components were to be considered, such as a lazy river or an activity pool, an additional investment of 1.1 million to 1.8 million to each facility would add both entertainment value and capacity to the facilities. For the projected cost a replacement facility that is similar to the existing, and one that is enhanced from the existing reference the Example Ballpark Budget Summaries on the next page. Page 43 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa EXAMPLE BALLPARK BUDGET SUMMARY DUBUQUE "IN KIND" REPLACEMENT POOL W TJ MSA . Item/Area Projected Costs Total Construction Cost $6,500,000 Building Construction Cost& GC Coord. $1,500,000 Site Development/Landscape $600,000 Aquatics (Pool, deck,fence, amenities, eq.) $4,200,000 Demolition Allowance $200,000 Allowances (discretional items) $250,000 Miscellaneous Site Furnishings, Shade Structures & Concessions Soft Costs & Contingency $1,000,000 Architectural and Engineering Services, Geotechnical Borings and Report, Fees, Expenses etc., and Contingency BALLPARK TOTAL BUDGET $7,800,000 Notes: i. Costs are based on 2018 construction for one pool facility. 2. This cost is for a similar facility with similar aquatics amenities. 3. All costs listed are very preliminary and for general order of magnitude consideration. EXAMPLE BALLPARK BUDGET SUMMARY WSA DUBUQUE "ENHANCED" REPLACEMENT POOL wTJ ... Item/Area Projected Costs Total Construction Cost $8,300,000 Building Construction Cost& GC Coord. $1,700,000 Site Development/Landscape $800,000 Aquatics (Pool, deck,fence, amenities, eq.) $5,600,000 Demolition Allowance $200,000 Allowances (discretional items) $300,000 Miscellaneous Site Furnishings, Shade Structures & Concessions Soft Costs & Contingency $1,200,000 Architectural and Engineering Services, Geotechnical Borings and Report, Fees, Expenses and Contingency BALLPARK TOTAL BUDGET $9,800,000 Notes: s. Costs are based on 2018 construction for one pool facility. 2. This cost is for an enhanced facility with added aquatics amenities. 3. All costs listed are very preliminary and for general order of magnitude consideration. Page 44 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door 2016 Aquatics Facility Evaluation Dubuque, Iowa APPENDIX IA .e TM T Aquatic Evaluation Nicholas J. Sutton Swimming & Wading Pool Al 92016 MSA Professional Services,Inc P:W90sW92V00492055\DocumentsV eportsV00492055 Dubuque Aquatic Facilities Report door Aquatic Facility Evaluation Nicholas J. Sutton Pool & Wading Pool ffff 46 1 Dubuque Parks and Recreation Nicholas J. Sutton Aquatic Center Pool &Wading Pool Evaluation Introduction The purpose of this facility evaluation is to review the present condition of the Swimming Pool and Wading Pool at the Nicholas J. Sutton Aquatic Center. Investigation consisted of visual examination of the pools and their mechanical equipment, including exposed piping,filters, chemical feed and control systems, deck area and equipment. Both pools were drained for the end of season at the time of the site visit. The report summarizes the present condition of the pools and addresses immediate concerns. Recommendations are provided; each recommendation is given a level of priority and a cost range. Methodology The pool evaluation consisted of on-site visual inspection of the pool shell, pool finishes,deck equipment, gutters, exposed piping,filters and chemical feed systems. Pool construction drawings were reviewed and consisted of the following: MOF T, Wisconsin Texas ma wn n..o 3D1D tD�Fre W Bae Pa 9M 1. .1I'll 1805 Fn. t9.M9 1Z1 .a W AT E A 7 E o r . 0 i o o . w o. e0—wi Wavle r. ffiane . inD.eanw o.1'...1 M. 1. lvlzelaeud www.wnworld.. 2 Drawing Title Prepared by Date 1 Cover Sheet Larkin Associates 6/28/1989 2 Site Plan Larkin Associates 6/28/1989 3 Pool Layout Larkin Associates 6/28/1989 4 Pool Layout Plan Section Larkin Associates 6/28/1989 5 Pool Cross Sectors Larkin Associates 6/28/1989 6 Pool Details Larkin Associates 6/28/1989 7 Pool Details Larkin Associates 6/28/1989 8 Pool Details Larkin Associates 6/28/1989 9 Pool Mechanical Larkin Associates 6/28/1989 10 Pool Slide Details Larkin Associates 6/28/1989 11 Bathouse Larkin Associates 6/28/1989 12 Bathouse Larkin Associates 6/28/1989 13 Bathouse Larkin Associates 6/28/1989 14 Bathouse Larkin Associates 6/28/1989 15 Bathouse Larkin Associates 6/28/1989 16 Bathouse Larkin Associates 6/28/1989 17 Bathouse Larkin Associates 6/28/1989 18 Bathouse Larkin Associates 6/28/1989 19 Bathouse Larkin Associates 6/28/1989 20 Sunshade Details Larkin Associates 6/28/1989 21 Filterhouse Elevations Larkin Associates 6/28/1989 22 Filterhouse Plan Larkin Associates 6/28/1989 23 Filter House Sections Larkin Associates 6/28/1989 24 Filter Details Larkin Associates 6/28/1989 25 Bathhouse Electrical Larkin Associates 6/28/1989 26 Filter House Electrical and Schematics Larkin Associates 6/28/1989 27 Misc. Site Details Larkin Associates 6/28/1989 28 Demolition Plan Larkin Associates 6/28/1989 29 Landscaping Plan Larkin Associates 6/28/1989 1 Title Sheet and Pool Data Burbach Aquatics 2000 Si Existing Site Plan Burbach Aquatics 2000 S2 Proposed Site Plan Burbach Aquatics 2000 P1 Pool Dimensions, Finish and Deck Equipment Burbach Aquatics 2000 M1 Pool Piping Plan Burbach Aquatics 2000 U1 Utility Site Plan Burbach Aquatics 2000 Larkin Plans of 6-28-89: 2 12 19 The review was conducted on October 13,2016 by Matthew W. Freeby,AIA of Water Technology, Inc. WT/ W s T o e T E 0 H NO L 0 0 V i No LEADERS IN AQUATIC PLANNING, DESIGN AND ENGINEERING 3 Facts The Nicholas J. Sutton (N1S) pools are located at 1900 Hawthorne St., in the north part of Dubuque,about a block from the Peosta Channel of the Mississippi River. N1S is a recreation facility, and supports local swim lessons and family recreation. The N1S center has two pools; a swimming pool, and a wading pool. The swimming pool has six (6) lap lanes, a diving well which supports a one (1) meter springboard and a three (3) meter springboard, a slide plunge area, and a zero-depth area with a partially divided tot area. The swimming pool measures approximately 91' in width and 186' in length. Pool depths range from 0'-0" at one end to 13'-0" at the diving area. The surface area of the pool is approximately 12,927 SF, and contains approximately 214,820 gallons of water. The pool's perimeter is approximately 681 If. The wading pool is approximately 30'x 50', with pool depths ranging from 0'-0"to 26". The surface area of the pool is approximately 2,255 SF, and contains approximately 21,600 gallons of water. The wading pool perimeter is approximately 192 If. Observations Swimming Pool: Pool Structure: The swimming pool has a standard SCY lap pool configuration, with a 6lane, 25-yard course across its width. The Pool has a seating curb in the shallow end, and a mushroom activity. The pool has a concrete bulkhead (10' x 60') which serves as the pool's surge tank. The pool is a cast concrete shell with a painted finish, painted depth and lane markings and perimeter gutter handholds. The pool has a roll out style perimeter gutter system and floor inlet return system. The pool structure appears well maintained and in fair condition. • There is evidence of numerous cracks in the pool shell, which have been repaired. (Photos 1 &2) • There are several joints in the pool, which do not have corresponding joints in the bulkhead. These joints have translated to cracks in the bulkhead. (Photos 3 & 4) • The pool has an area of zero depth that exceeds static water elevation. (Photo 5) • There are no starting platforms. • Staff reports that the pool finish requires repainting every 5 years. (Photo 6) • There are numerousjoints, many with missing or compromised sealant. (Photo 7) • Staff reported excessive water loss, marking the side of the pool to track water loss when the pool was closed. (Photo 8) • There is exposed reinforcing steel near one of the bulkhead scuppers. (Photo 9) WT/ W A r E a T E 0 H NO L 0 0 V i No LEADERS IN AQUATIC PLANNING, DESIGN AND ENGINEERING 4 Gutter System and Inlets: The pool's gutter system consists of a roll-out style perimeter gutter with fiberglass grating. The gutter handhold is formed concrete. The inlet return system is located in the floor of the pool. Per the drawings,there are 28 inlets distributed across the floor surface of the pool. • Staff reported that portions of the gutter do not skim when the pool is in quiescence. There is evidence of this in the pool floor. (Photo 5) Main Drains: The pool has a single submerged outlet; 18"x8'-0", per the drawings. Review of outlets for compliance with Virginia Grahame Baker Act (VGB) is not part of this evaluation, and is assumed to have been completed previously by the Dubuque Park District (DPD). The submerged outlet was not observable at the time of the site visit. (Photo 10) Wading Pool: Pool Structure: The wading pool is a shallow pool, with a maximum water depth of 26". The pool is a cast-in- place concrete shell with a paint finish, ceramic tile depth markings and PVC perimeter gutter grating. The gutter handhold is formed concrete, and has a floor inlet return system. The pool structure appears well maintained and in good shape. • There was no evidence of cracks in the pool shell. • The pool finish has severely discolored. (Photo 11) • Pool depth marking tile appeared to be generally in good shape • The Wading pool has an activity structure (Waterplay System model 212). The activity structure is in fair condition, displaying damaged parts and corrosion. (Photos 12 -15) Gutter System and Inlets: The pools gutter system consists of a deck level perimeter gutter with PVC grating. The gutter grating appears to be in good condition. The inlet return system is located in the floor of the pool. There are 10 inlets distributed across the floor surface of the pool, per the drawings. Main Drains: The wading pool has three submerged outlets; one in the floor,two located on the west wall. Review of these outlets for compliance with Virginia Grahame Baker Act (VGB) is not part of the scope of this evaluation, and is assumed to have been completed previously by DPD. The submerged outlets display a VGB compliant cover. Staff provided a copy of a certification of compliance and a design for the sidewall submerged outlets prepared and signed by Gregory L. Ethington, PE. (Appendix A) • The observer noted that the sidewall outlet piping is less than 1.5 times the pipe diameter from the outlet cover. (Photo 16) • Staff reported that the floor outlet is piped to the surge side of the tank, as opposed to the backwash side as shown in the drawings (Drawing Ml). This outlet should be evaluated for code &VGB compliance. WT/ W ., E a T E 0 H NO L 0 0 V i N C LEADERS IN AQUATIC PLANNING, DESIGN AND ENGINEERING 5 Pool Area Deck and Deck Equipment The perimeter decks around the pools are in generally good condition. Deck equipment includes lifeguard chairs, grab rails,a diving board and stand, stanchions and rails. Deck equipment is in generally good condition. • There are 10 sets of ladders located around the perimeter of the swimming pool, and one set of stairs. Two of these sets of ladders are loose. • The swimming pool's perimeter exceeds 300 LF, requiring one primary means and one secondary means of accessibility under the recreation accessibility law. Staff reported that the swimming pool has a portable lift. The pool lacks a secondary means of access. • There is one 1-meter diving board (Duraflex board) on a Durafirm stand located with the swimming pool. The board is in good condition; the stand is in good condition. (Photo 17) • There is one 3-meter diving board (Duraflex board) on a Durafirm stand located with the swimming pool. The board is in good condition; the stand is in good condition. A custom- built access ladder to the three meter has been added. (Photo 18) • The waterslide and tower are in fair condition: o Slide piping is unsupported. (Photo 19) o Stairs have open risers. (Photo 20) o Rails &supports exhibit corrosion. (Photo 21) o The slide flume has been painted,this finish is failing. (Photos 22 & 23) Exposed Piping and Mechanical Equipment Swimming Pool: The pool's mechanical system is in the pool mechanical building. The swimming pool's mechanical system generally consists of surge capacity,filtration and chemical treatment, and pool heating systems. The swimming pool has a concrete surge tank with a concrete cap, located in the deck bulkhead area. It is connected via gutter depth to a pit located on the east side of the pool's dive area. Staff reported no operational issues. Pool heat is provided by a pool heater. • Piping is a combination of cast iron and schedule 80 PVC. Small cast iron piping, and valve extensions are in poor condition. The balance of the piping is in fair condition. (Photo 24 & 25) • Piping support is unbraced pipe saddles and pipe. (Photo 26) • A piping schematic was provided, but not posted. (Photo 27) • The filtration pump is vertical turbine;the pump motor is 25 HP (per drawing 26),the pump's flowrate is not legible. The pump motor has been replaced,and is in good condition. The turbine appears to be in fair condition. (Photo 28) • The slide pump is vertical turbine;the pump motor is 25 HP (per drawing 26),the pump's flowrate is not legible. The pump motor has been replaced, and is in good condition. The turbine appears to be in fair condition. (Photo 28) WT/ W ., E a T E 0 H NO L 0 0 V i N C LEADERS IN AQUATIC PLANNING, DESIGN AND ENGINEERING 6 • Both turbines are protected by a single strainer basket, which is lifted by a winch system. (Photo 29) • The pool heater appears to be in good condition. (Photo 30) • The pool has a UV system; it appears to be in good condition. • Staff reported that the pool has a drain down line which evacuates to a nearby detention basin. The drain down line is left open during the off season, and equalizes the pool with the nearby river elevation in the spring. Wading Pool: The wading pool's mechanical systems, consisting of surge capacity,filtration and chemical treatment are in a separate pool mechanical space located in the bathhouse structure. The wading pool's surge tank is a concrete structure, located to the north of the wading pool, and has two sides, a 4,500-gallon surge tank, and a 1,500-gallon backwash tank. The dive pool's heat is provided by a pool heater. • Piping is schedule 40 PVC. (Photo 31) • A piping schematic was not posted. • The filtration pump is a Pac Fab CPSK,the pump motor is 7.5 HP,the pump is tagged for a flow rate of 200 gpm at 75'TDH per the drawings. The pump appears to be in fair condition. (Photo 32) • There are two activity pumps, both are Pac Fab CPSK,the pump motor is 15 HP. These pumps also appear to be in fair condition. Staff reported that two pumps are not required to run the activity,staff operates only one at a time. (Photo 33) • The wading pool activity pumps are supplied via two side wall submerged outlets. The suction pipes are less than 1.5 pipe diameters from the outlet covers. The pumps are protected by an SVRS device. (Photo 34) (Appendix A) • The pool heater appears to be in good condition. • The Wading pool UV system appears to be in fair condition. Filtration and Chemical Treatment Swimming Pool: The swimming pool has a High Rate Sand (HRS)filtration system consisting of three vertical steel filters (Miami Tank), providing 115.5 SF of total filter area. Chemical treatment uses liquid chlorine. pH balance uses muriatic acid. • The swimming pool's filtration system has a flow meter range of 0-1300 GPM. • The pool's filters appear to be in poor condition, exhibiting signs of internal corrosion. (Photos 35 &36) • The swimming pool's filters have been in service for approximately 25 years. It is recommended that the sand media be replaced approximately every 10 years. • The pool's chemical treatment is controlled by a Chemtrol chemical controller, which is in good condition. (Photo 37) WT/ W s T s e T E 0 H NO L 0 0 V i N o. LEADERS IN AQUATIC PLANNING, DESIGN AND ENGINEERING 7 • The chemical controller controls chemical feed pumps, which are in good condition. (Photo 38) • Liquid chlorine is stored in multiple containers. (Photo 39) Wading Pool: The wading pool has a High Rate Sand (HRS) filtration system consisting of two vertical fiberglass filters (Pentair Model TR-140), providing 14.12 SF of total filter area. Chemical treatment uses liquid chlorine. pH balance uses muriatic acid. • The wading pool system has a calculated filtration rate of 14.16 GPM/SF. • The wading pool's calculated turnover rate is 108 minutes. • The wading pool's filtration system has a flow meter range of 0-400 GPM. • The wading pool's filters appear to be in good condition. (Photo 40) • The wading pool's heater appears to be in fair condition. (Photo 41) • The wading pool has a supplemental UV system, which is in fair condition. (Photo 42) • Much of the wading pool's mechanical space metal components exhibit corrosion. Observer noted open acid container, recommending that this open area be closed, with air vent piped to exterior. (Photo 43) • The pool's single floor drain is shown on the drawings (Ml)to be piped to the backwash side of the tank structure,for pool draining purposes. Staff reported that this pipe is routed to the surge side of the structure. This means the floor submerged outlet could be considered non-VGB compliant. • The wading pool's filters have been in service for approximately 15 years. It is recommended that the sand media be replaced approximately every 10 years. As mentioned previously,the pools use liquid chlorine as their sanitizer, and hydrochloric acid (Photo 43) for pH balance. Each pool's water chemistry is monitored and controlled through a Chemtrol automatic chemical controller, which are in good condition. (Photo 44) Safety and Code Issues Americans with Disabilities Act(ADA) Requirements On September 15, 2010,the President signed into law provisions of the July 23, 2004 ADAAG guidelines applying to recreation facilities. Title II facilities (public entities) had until March 15, 2012 to comply with requirements. Water Technology, Inc.'s ADA evaluation was limited to the pool area only, and did not include perimeter offices,doors, access, etc. The NJS swimming pool center does not meet the requirements of ADA in the following areas: WT/ W A r E a T E 0 H NO L 0 0 V i No LEADERS IN AQUATIC PLANNING, DESIGN AND ENGINEERING 8 • The pool's perimeter exceeds 300 LF, requiring two accessible means of entry. The swimming pool lacks a compliant secondary means of access. Iowa Department of Public Health Swimming Pool and Spa Program (IPSP) Requirements The N1S swimming pool and wading pool are non-compliant with the following: Submerged Outlets IPSP 641-15.4(4)h(3) requires that a pool with a fully submerged outlet that is not unblockable and that is directly connected to a pump must have a Safety Vacuum Release (SVRS) device, and that device is tested at the frequency recommended by the manufacturer, and that the date and time of each of these tests be recorded. • The wading pool has three SVRS devices, no test results were posted. Recirculation Systems IPSP 641-15.5(5)b(5) requires that a wading pool have a turnover rate of 60 minutes. • The wading pool has a turnover rate of 108 minutes. Main Drain Systems IPSP 641-15.5(10)b requires that if a pool has a main drain connected to the recirculation system,there shall be two main drains, or the single main drain shall be unblockable. • The wading pool has a single main drain connected via the surge tankto the recirculation system. Main Drain Systems IPSP 641-15.5(10)b(4) requires that field fabricated sumps shall be designed in accordance with the ASME standard and shall be certified by an engineer licensed in Iowa. • The wading pool wall sumps may lackthis certification. WT/ W ., E a T E 0 H NO L 0 0 V i N C LEADERS IN AQUATIC PLANNING, DESIGN AND ENGINEERING 9 Conclusions The N1S pools have been generally well maintained and cared for. The primary cha l lenges to their continued usefulness differs with each body of water: • Swimming Pool: water loss, pool mechanical age, activities. • Wading pool: submerged outlet certifications and activity structure condition. Recommended Improvements Proposed improvements are assigned a priority level, which determinesthe importance of the repair/improvement. The priority level is assigned to an improvement based on the following: priority,time frame, and assessment criteria. Proposed improvement options are subdivided by pool for clarity. • Priority A. Time Frame: immediate to one year. B. Assessment Criteria: deterioration of structures; health and human safety deficiencies; Iowa Department of Public Health Code compliance; maintenance items that will reduce future maintenance; maintenance improvements that can be performed by maintenance. • Priority B A. Time Frame: onetotwoyears. B. Assessment Criteria: repairs that will be required in the near future; improvements that will reduce or eliminate future maintenance; Iowa Department of Public Health Code compliance; maintenance improvements that can be performed by maintenance. • Priority C A. Time Frame: one to four years. B. Assessment Criteria: improvements that will improve the performance of the facility. • Priority D A. Time Frame: one to six years. B. Assessment Criteria: Improvements that provide greater enjoyment to the patrons. The following are recommended options. Associated with each recommendation is a budget opinion of probable cost, which includes project development cost, such as fees,testing, contingencies and reimbursables. WT/ W A r E a T E 0 H NO L 0 0 V i No LEADERS IN AQUATIC PLANNING, DESIGN AND ENGINEERING 10 Priority Probable Cost Range Low High Swimming Pool Item#1 Evaluate poolforwater loss a)Evaluate exposed piping A $10,000 $20,000 E)Evaluate pool shell A $10,000 $20,000 Item 82 Swimming Pool Shell&Finishes a)Survey pool perm eter for gutter level B $2,500 $3,500 E)Epoxy grout existing cracks B $65,000 $90,000 c)Replace sealant B $35,000 $45,000 d)Repaint pool C $30,000 $35,000 e)Replace pool finish with special aggregate D $225,000 $275,000 Option: Replace pool finish&gutter with Myrtha Renovation D 2aa)Remove perimeter gutter $26,760 $40,925 tab)Install new Renovaction gutter,panels and floor $2,390,200 $2,629,220 lac)Provide Myrtha sok floor for 20009 shallow area $90,000 $99,000 Item X3 Swimming Pool Mechanical a)Recondition existing pool filters,3ea. C $30,000 $50,000 E)Replace filters C $150,000 $200,000 c)Replace exposed cart iron piping&piping support system C $50,000 $75,000 d)Recondition turbines(2 ea.) B $40,000 $50,000 f)Replace turbines(2 ea.) D $70,000 $95,000 g)Replace buried cast iron gravity piping C $200,000 $250,000 E)Replace pressure piping NR Item$4 Slide&Activities a)Recondition slide&tower B $120,000 $150,000 E)Replace slide&tower D $225,000 $350,000 c)Replace 3 meter stand with 3 meter with stairs D $30,000 $60,000 d)Replace Mushroom activity D $50,000 $80,000 e)Add new activities(Allowance) D $150,000 $150,000 f)Add climbing wall D $40,000 $60,000 Watling Pool Item#5 Confirm VGB Analysis a)Confirm submerged sidewall outlets A $0 $7,500 E)evaluate main drain A $0 $3,500 c)Evaluate SUES operations A $2,500 $4,500 Item 96 Wading Pool Shell&Finishes a)Repaint pool B $10,000 $12,500 E)Replace pool finish with exposed aggregate C $33,810 $45,000 c)Replace pool floor with Myrtha soft floor D $149,175 $164,093 Item 97 Wading Pool Mechanical a)Establish SVRS testing process A $0 $500 E)Increase wading pool turnoverto meet code required 60 minutes B $35,000 $55,000 c)Replace W system B $25,000 $30,000 Item#E Activities a)Recondition activity structure B $70,000 $100,000 General Replace Pool $3,500,000 $7,000,000 WT/ W &T s e T E 0 H N 0 L 0 0 V r N o. LEADERS IN AQUATIC PLANNING, DESIGN AND ENGINEERING 11 NOTE: Buildin¢ and site items are not listed in this section. See section 4.4.3 and 4.5 of the primary report for a summary of facility options and tota l in¢costs. Improvement Options Note: cost ranges provided are general anticipated costs, and do not reflect additional costs that may be incurred for ancillary work which may be required. Item p1- Evaluate swimming pool for water loss Work Includes pressure testing of pipe, die testing of pool shell. Cost Range $20,000-$40,000 Item p2-Swimming pool shell &finishes Recommended renovations include epoxy grouting all existing cracks, removing existing sealant and backer rod & replacing,and repainting the pool.An option to repainting the pool would be to install a special aggregate finish with tile trim. Cost Range $132,500-$173,500 A second option would be to replace the pool finish &gutter with a Myrtha Renovaction system.This would involve removing the existing pool gutter and finish, replacing with Renovaction panels, Myrtha gutter, and floor system.This solution provides a "new" pool look with a durable, impervious pool finish. A"soft floor"system could be installed in water depths less than 48", enhancing vertical activities. Renovations of this scale would have a likely cost range of$2.4 to$2.7 million. Item p3-Swimming pool mechanical Recommended improvements include reconditioning the existing filters, replacing exposed piping and reconditioning the turbines, and replacing buried cast iron gravity piping. Replacement of buried cast iron inlet piping is not recommended, as it is cost prohibitive. Cost Range $320,000-$425,000 Replacing the filters with new horizontal fiberglass high rate sand filters, and replacing the turbines with new adds approximately$150,000 to $175,000. Item p4-Slide&activities Recommended renovations include renovation of the existing slide tower and flume, replacing the 3M springboard with a new stand with steps and replacement of the mushroom activity. Improvements include addition of new activities,and the addition of a climbing wall. Please note that it is likely that the climbing wall could not be used concurrently with an adjacent springboard. Cost Range $390,000-$500,000 WT/ W s T s e T E 0 H NO L 0 0 V i N o. LEADERS IN AQUATIC PLANNING, DESIGN AND ENGINEERING 12 An option to replace the slide&tower with new should also be considered. Item p5-Confirm VGB analysis at wading pool Confirmation by PE that the submerged outlets (wall&floor) meet the requirements of federal drain safety and Iowa code. Cost Range $2,500-$15,500 Item p6-Wading pool shell &finishes Recommend painting the pool. Work that may be required by Item#5 above is not defined and therefore not included. Cost Range $10,000-$12,500 An option to repainting the pool would be to replace the pool finish with a special aggregate finish.The cost for this is anticipated to be between $33,810 to$45,000.A second option is to replace the pool floor with a Myrtha soft floor.The cost for this is in the range of$150,000 to $160,000. Item p7-Wading pool mechanical Recommendations include establishing an SVRS testing process, and supplementing the filtration to meet current codes.Work would include a filter addition, pump replacement, UV replacement, slab removal and replacement, and inlet piping modifications. Cost Range $60,000-$85,500 Item p8-Wading pool activities Recommend reconditioning the waterplay activity, including replacing damaged parts, and painting. Cost Range $70,000-$100,000 WT/ W s T s e T E 0 H NO L 0 0 V i N o. LEADERS IN AQUATIC PLANNING, DESIGN AND ENGINEERING 10/28/2016 s Photo 1 � 1 I ��! ? � ..sae 10/28/2016 Photo 07 Photo 08 4 10/28/2016 Photo 09 r.� A . 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L2. m Dtv sQNW m ; 3cm coSIt o X x E r CD m "vmto@,� gawE O = X 0) N� �p 1pt" v3m O L L C L O a d d taw E O r N t0Um °oc�Dmc;�°�` �# �# W W C O ZN @@` " 3 Cl- C vW O C0 m l ocumoo � v "my3 "� �0= Ea N m v d d O o d^ �om`mDcm � Z Z ¢�amEa UC� U ! �� ACCs ® SERVICE TICKET 5300 N.W. 55th Avenue • Johnston, Iowa 50131 (515) 278-0487 • (800) 548-2226 REQUESTED SERVICE Ownership Chemical Levels Tanks Chlorine Pumps 07-L Controller HFS-L Shower 714-L Vac Hydrox 50 Service Contract CoAg Y N N/A WORK PERFORMED: i # Part # Description # Part # Description i I I Time Begin: Date Completed I I h?i b,, zcknow lorl e the nnsrdI Ior m)I••L¢in rn ihP. � -8 Y`�� I nbnvr rlrsan brd work Time End: Truck # Travel Time: Service Tech! Cuttomer Slenature rnwvae ACCO 5300 NW 55th Avenue - Johnston Iowa 50131 Phone', (515) 278-0487 or(800) 548-2226 SALES ORDER 7 7 7 1 I L DRIVER DATE TIME DELAY CUSTOMER CONIpALJNICATIONS RETURNED 5 GAL 15 GAL 55 GAL WATER: YES/ NO ELECTRIC: YES 110 KEYS: YES NO 275 TOTE THE PROPERTY DESCRIBED A30VE 13 IN APPARENT GOOD ORDER, EXCEPT AS NOTED NOTIF", ACCO Cr V I SHORTAGES OR DISCREPANCIES ACCO WARRANTS THAT THE PRDD(,,,-T DELIVERED MEETS AC-D 3 STVNIDARD OLAUTY ACCO MAKES NO OTHER EXPRESS WARRANTIES THERE AAE NO IVPLIED NARRAPITIES WHICH EXTEND BEYOND THE DESCRIPTION ON THE FACE OF AN' SHIPMENT 4�1J THERE 15 NO IMPLIED WARRANTY OF MERCHANTABMTY OR FITNESS FOR "ljP?O1-. 43S'J,,AS ALL RISKS AND LIABILITY F,:)Q ALL DA,1A,4,-,E OR TO PER30N THE USE 0F SAID PRODUCT AND MNLJF<TIJRIN-- P2r CESoES OR PI c:NIIIIINATION WITH OTHER SUBSTANCES OR OTHERWISE ACCO SHAL, NOT BE LA61E`,-R :lyr!PECTORND!R.E-T,IN ICID`ENTALCR CONSI,-)IJE'JIA-DANIA,3n NOTES ALL RETURNS MUST BE AUTHORIZED. ACCO SERVICE TICKET hp 5300 N.W. 55th Avenue • Johnston, Iowa 50131' (515) 278-0487 • (800) 548-2226 REQUESTED SERVICE f p. Ownership Chemical Levels Tanks Chlorine _ E{ 7 ti f;71. _ :r, =, „ _, _ Pumps 07-L Controller HFS-L Shower 714-L Vac Hydrox 50 Service Contract CoAg y N N/A WORK PERFORMED: # Part # Description # Part # Description Date Time Begin: _ Completed _ 1 lit r•b y acl Ina sansti rm !,,n work Time End: Truck # Travel Time: Service Tech Customer S111naiure ACC ® lqqlmmp� ^i00 5300 NW 55th Avenue • Johnston, Iowa 50131 Phone, (515) 278-0487 or(800) 548-2226 SALES ORDER j -r,% -3 E? : Ci a 14:a '-[EP EA P" I, :�1'�.'i•l,4<: t.4i, .`Ct1 � Ii t.'rA l^.'_'..'._ =. ' .sv. �,..;l.rR_ t_!' of _.. _ _ �_. _. ' _ _._ • _ �_ � _._ - DRIVER DATE TIME DELAY CUSTOMER COMMUNICATIONS, RETURNED 5 GAL s 15 GAL -' 55 GAL WATER: YES/NO ELECTRIC: YES/NO KEYS: Y'3 , NO 1 275 TOTE OTHER: J THE PROPERTY DEBCRIBPD ABOVE IS IN APPARENT ROOD ORDER. EXCEPT AS NOTED_ MOTIF+ACCO OF ANY iAORTAGES OR DGS_ -REPAi r=tri ACCO wpkR lN fS THAT THE PRODUCT DELIVERED MEETS A-COS STANDARD OIUALTY ACCO kO OTIiSR FX?RES WARRANTIES � THERE P39 P 1 IMPt'ED WARRANTIES WHICH Ey.TvND BE"JND THE'JESCR;PiiON ON THE FACE OF ANY SHIPMENT AIM-" RE li NO IMPDED V1AR24NT1 O` MERCbANTABWT'I OR FITNE33 FOR PURPO sE CUSTOMER ASSJM'S ALL PI ?S A'10 UA8111T( P'lP ALL L`AMAGF DQ INJUR+ T'D PERdpN OR":)PE?TY BESULTINO FROM f�E D';EOF SAID Nn',,.-'f r;I_nn A;JU FACT'J RING PROCESS CR Ir4 COM3�r IATIOri rv,Tl+ OTs ER SDB�arP:ES CR OTH=Rbv1<.E. ACCO SHALL NOT BE ?BLE FCR Arlt DL:-:TOR ING�B:Q. -nr_', _, 'AL GR T_ ._SDi�= I'NL DArv�A3E5 NOTES: ALL RETURNS MUST V AUTHORIZED. 2016 Aquatics Facility Evaluation Dubuque, Iowa APPENDIX IB 'sw, M' Aquatic Evaluation Flora Park Swimming & Wading Pool 92016 MSA Professional Services,Inc P:W90sW92V00492055\DocumentsV eportsV00492055 Dubuque Aquatic Facilities Report door Aquatic Facility Evaluation Flora Park Swimming & Wading Pool 1 Dubuque Parks and Recreation Flora Park Swimming Pool Pool &Wading Pool Evaluation Introduction The purpose of this facility evaluation is to review the present condition of the Swimming Pool and Wading Pool at Flora Park. Investigation consisted of visual examination of the pools and their mechanical equipment, including exposed piping,filters, chemical feed and control systems, deck area and equipment. Pools were drained for the end of season at the time of the site visit. The report summarizes the present condition of the pools and addresses immediate concerns. Recommendations are provided; each recommendation is given a level of priority and a cost range. Methodology The pool evaluation consisted of on-site visual inspection of the pool shell, pool finishes,deck equipment, gutters, exposed piping,filters and chemical feed systems. Pool construction drawings were reviewed and consisted of the following: MOF T, Wisconsin Texas ma wn n..o 3D1D te�Fre W Bae Pa 9M 1. .1I'll 1805 Fn. t9.M9 1Z1 .a W n T E A 7 E o r . 0 i o o . w o. e0—wi Wavle r. ffiane . inD.eanw o.1'...1 M. 1. lvlzelaeud www.wnworld.. 2 Drawing Title Prepared by Date 1 Cover Sheet Larkin Associates 1990 2 Site Plan Larkin Associates 6/8/1990 3 Pool Layout Larkin Associates 6/8/1990 4 Pool Layout Plan Section Larkin Associates 10/31/1991 5 Pool Sections Larkin Associates 10/31/1991 6 Pool Details Larkin Associates 10/31/1991 7 Pool Details Larkin Associates 10/31/1991 8 Pool Details Larkin Associates 10/31/1991 9 Pool Mechanical Larkin Associates 10/31/1991 10 Pool Slide Details Larkin Associates 10/31/1991 11 Bathouse Larkin Associates 10/31/1991 12 Bathouse Larkin Associates 10/31/1991 13 Bathouse Larkin Associates 10/31/1991 14 Bathouse Larkin Associates 10/31/1991 15 Bathouse Larkin Associates 10/31/1991 16 Bathouse Larkin Associates 10/31/1991 17 Bathouse Larkin Associates 10/31/1991 18 Bathouse Larkin Associates 10/31/1991 19 Bathouse Larkin Associates 10/31/1991 20 Water&Gas Layout&Schematic Larkin Associates 10/31/1991 21 Sewer Plans&Schematic Larkin Associates 10/31/1991 22 Filter Room Larkin Associates 10/31/1991 23 Filter Details Larkin Associates 10/31/1991 24 Sunshade Details Larkin Associates 10/31/1991 25 Misc. Site Details Larkin Associates 10/31/1991 26 Electrical Larkin Associates 10/31/1991 27 Electrical Schematics &Details Larkin Associates 10/31/1991 28 Demolition Plan Larkin Associates 10/31/1991 29 Landscaping Plan Larkin Associates 10/31/1991 30 Cross Sections Larkin Associates 10/31/1991 31 Cross Sections Larkin Associates 10/31/1991 32 Alternate Bid-Site Plan Larkin Associates 10/31/1991 33 Alternate Bid - Pool Layout Larkin Associates 10/31/1991 34 Alternate Bid -Volleyball Courts Larkin Associates 10/31/1991 1 Title Sheet and Pool Data Burbach Aquatics 2001 Sl Existing Site Plan Burbach Aquatics 2001 S2 Proposed Site Plan Burbach Aquatics 2001 Pi Pool Dimensions and DPool Equipment Burbach Aquatics 2001 Ml Pool Piping Plan Burbach Aquatics 2001 U1 Utility Site Plan Burbach Aquatics 2001 Larkin Plans of 6-08-90: 9 12 20 21 26 The review was conducted on October 13,2016 by Matthew W. Freeby,AIA of Water Technology, Inc. WT/ w .T E n T E 0 H NO L 0 0 V i N 0 LEADERS IN AQUATIC PLANNING, DESIGN AND ENGINEERING 3 Facts The Flora Park Swimming Pool (FPS) pools are located at 2525 Green Street,centrally located in greater Dubuque. FPS is a recreation facility, and supports local swim lessons and family recreation. The FPS center has three pools; a swimming pool, a plunge pool for two waterslides, and a wading pool. The swimming pool has eight (8) lap lanes, a diving well which supports a one (1) meter springboard and a three (3) meter springboard, and a zero-depth area with a partially divided tot area. The swimming pool measures approximately 75' in width and 230' in length. Pool depths range from 0'-0" at one end to 13'-0" at the diving area. The surface area of the pool is approximately 13,559 SF,and contains approximately 529,660 gallons of water. The pool's perimeter is approximately 685 If. The slide plunge pool is an oval, approximately 20' x 30'.The slide plunge pool has an area of about 580 SF, a perimeter of 87',and contains about 2,172 gallons. The wading pool is approximately 30'x 50', with pool depths ranging from 0'-0"to 26". The surface area of the pool is approximately 2,255 SF, and contains approximately 21,600 gallons of water. The wading pool perimeter is approximately 192 If. Observations Swimming Pool: Pool Structure: The swimming pool has a standard SCY lap pool configuration, with an 8 lane, 25-yard course across its width. The pool has a seating curb with two fountain sprays in the shallow end. The pool has a concrete bulkhead (10' x 60') which serves as the pool's surge tank. The pool is a cast-in-place concrete shell with a paint finish, painted depth and lane markings and perimeter gutter handholds. The pool has a roll-out style perimeter gutter system and floor inlet return system, except at the diving area,which has wall inlets. The pool structure appears well maintained and in fair condition. • There is evidence of cracks in the pool shell, primarily in perimeter walls, which have been repaired. (Photos 1 -3) • There are instances of joints in the pool, which do not have corresponding joints in the bulkhead. These joints have translated to cracks in the floor. (Photos 4 &5) • There are no starting platforms. • Staff reports that the pool finish requires repainting every 5 years. (Photo 6) • Staff reported water loss, marking the side of the pool to track water loss when the pool was closed. (Photo 7) WT/ W ., E a T E 0 H NO L 0 0 V i N C LEADERS IN AQUATIC PLANNING, DESIGN AND ENGINEERING 4 Gutter System and Inlets: The pool's gutter system consists of a roll-out style perimeter gutter with fiberglass grating. The gutter handhold is formed concrete. The inlet return system is in the floor of the pool, except at the diving area, which has wall inlets. Per the drawings,there are 35 inlets distributed across the floor surface of the pool. • Staff reported no issues related to the Flora Swimming Pool gutter or inlet operations. • The fountain sprays are part of the inlet return system, and appear in good condition. (Photo 8) Main Drains: The pool has a single submerged outlet; 18"x8'-0", per the drawings. Review of outlets for compliance with Virginia Grahame Baker Act (VGB) is not part of this evaluation, and is assumed to have been completed previously by the Dubuque Park District (DPD). The submerged outlet was observable at the time of the site visit, and is a metal cover. (Photo 9) • The pool cover should be tested for grounding and bonding. Slide Plunge Pool: Pool Structure: The slide plunge pool has a maximum water depth of 3'-6". The pool is a cast-in-place concrete shell with a paint finish. The pool perimeter is formed concrete, and has a floor inlet return system with four skimming weirs. The pool structure appears well maintained and in good shape. • The pool lacks depth markings. (Photo 10) Gutter System and Inlets: The slide plunge pool utilizes four skimming weirs to collect surface water. The inlet return system is located in the floor of the pool. There are 4 inlets. • The pool perimeter lacks a handhold profile. (Photo 11) Main Drains: The plunge pool has a single submerged outlet serving the suction for the slide pumps. (Photo 12) Review of outlets for compliance with Virginia Grahame Baker Act (VGB) is not part of the scope of this evaluation, and is assumed to have been completed previously by DPD. The submerged outlet is 18" x 6'-0", and is considered unblockable. (Photo 13)The outlet cover does not display VGB markings, and would be considered a "Field Fabricated" outlet, requiring a professional's certification. Wading Pool: Pool Structure: WT/ W ., E a T E 0 H NO L 0 0 V i N C LEADERS IN AQUATIC PLANNING, DESIGN AND ENGINEERING 5 The wading pool is ashallow pool, with a maximum water depth of 20". The pool is a cast-in- place concrete shell with a paint finish, ceramic tile depth markings and PVC perimeter gutter grating. The gutter handhold is formed concrete, and has a floor inlet return system. The pool structure appears well maintained and in good shape. • There was no evidence of cracks in the pool shell. • The pool finish has severely discolored. (Photo 14) • Pool depth marking tile appeared to be generally in good shape. • The wading pool has an activity structure (Waterplay System model 212).The activity structure is in good condition,displaying some initial areas of corrosion, and faded paint. (Photos 15 -17) Gutter System and Inlets: The pool's gutter system consists of a deck level perimeter gutter with PVC grating. The gutter grating appears to be in good condition. The inlet return system is located in the floor of the pool. There are 10 inlets distributed across the floor surface of the pool, per the drawings. Main Drains: The wading pool has three submerged outlets; one in the floor, and two located on the south wall. Review of these outlets for compliance with Virginia Grahame Baker Act (VGB) is not part of the scope of this evaluation, and is assumed to have been completed previously by DPD. The submerged outlets display a VGB compliant cover. • The observer noted that the sidewall outlet piping is less than 1.5 times the pipe diameter from the outlet cover. (Photo 18) Pool Area Deck and Deck Equipment The perimeter decks around the pools are in generally good condition. Deck equipment includes lifeguard chairs, grab rails,a diving board and stand, waterslides, stanchions and rails. Deck equipment is in generally good condition. • There are 11 sets of ladders located around the perimeter of the swimming pool. • The swimming pool's perimeter exceeds 300 LF, requiring one primary means and one secondary means of accessibility under the recreation accessibility law. Staff reported that the swimming pool has a portable lift. The pool lacks a secondary means of access. • There is one 1-meter diving board (Duraflex board) on a Du rafirm stand located with the swimming pool. The board is in good condition; the stand is in good condition. • There is one 3-meter diving board (Duraflex board) on a Du rafirm stand located with the swimming pool. The board is in good condition; the stand is in good condition. A custom- built access ladder to the three meter has been added. (Photo 19) • The waterslides and tower are in good condition: o Slide piping is unsupported. (Photo 20) o Stairs have open risers. (Photo 21) o Rails and supports exhibit corrosion. (Photo 22) o The slide flumes are in good condition. (Photo 23) WT/ W ., E a , E 0 H NO � 0 0 Y i N 0 LEADERS IN AQUATIC PLANNING, DESIGN AND ENGINEERING 6 Exposed Pining and Mechanical Equipment Swimming Pool: The pool's mechanical system is in the pool mechanical building. The swimming pool's mechanical system generally consists of surge capacity,filtration and chemical treatment, and pool heating systems. The swimming pool has a concrete surge tank with a concrete cap, located in the deck bulkhead area. It is connected via 12" pipe to a pit located on the south side of the pool's dive area. Staff reported no operational issues. Pool heat is provided by a pool heater. • Piping is a combination of cast iron and schedule 80 PVC. Cast iron piping, and valve extensions are in poor condition. (Photo 24) • Piping support is unbraced pipe saddles and pipe. (Photo 25) • A piping schematic was not posted. • Major valves have been replaced. (Photos 24 &25) • The filtration pump is vertical turbine;the pump motor is 40 HP (25 per drawing 26),the pump's flowrate is not determined. The pump motor has been replaced, and is in good condition. The turbine appears to be in fair condition. (Photo 26) • Slide pumps are submerged service, located in a well adjacent to the plunge pool. The pump motors are 15 HP (per drawing 27),the pump's flowrates are not legible. The pumps appear to be in fair condition. (Photo 27) • The filtration turbine is protected by a single strainer basket, which is lifted by a winch system. (Photo 28) • The pool heater appears to be in fair condition. (Photo 29) Slide Plunge Pool: The slide plunge pool shares the swimming pool's mechanical system. The plunge pool's operation consists of water entering the pool thru floor inlets, and exiting the pool via scuppers and piping to the swimming pool surge tank. Wading Pool: The wading pool's mechanical systems, consisting of surge capacity,filtration and chemical treatment are in a separate pool mechanical space located in the bathhouse structure. The wading pool's surge tank is a concrete structure, located to the south of the wading pool, and has two sides, a 4,500-gallon surge tank, and a 1,500-gallon backwash tank. The dive pool's heat is provided by a pool heater. • Piping is schedule 40 PVC. (Photo 30) • A piping schematic was not posted. • The filtration pump is a Pac Fab CPSK,the pump motor is 7.5 HP. The pump is tagged for a flow rate of 200 gpm at 75'TDH per the drawings. The pump appears to be in fair condition. (Photo 31) WT/ W ., E a , E 0 H NO � 0 0 Y i N 0 LEADERS IN AQUATIC PLANNING, DESIGN AND ENGINEERING 7 • There are two activity pumps, both are Pac Fab CPSK,the pump motor is 15 HP. These pumps also appear to be in fair condition. Staff reported that two pumps are not required to run the activity,staff operates only one at a time. (Photo 32) • The wading pool activity pumps are supplied via two side wall submerged outlets. The suction pipes are less than 1.5 pipe diameters from the outlet covers. The pumps are protected by an SVRS device. (Photo 33) • The pool heater appears to be in good condition. (Photo 34) Filtration and Chemical Treatment Swimming Pool: The swimming pool has a High Rate Sand (HRS)filtration system consisting of three vertical steel filters (Miami Tank); providing 132.6 SF of total filter area. Chemical treatment uses liquid chlorine. pH balance uses muriatic acid. • The pool'sfilters appearto be in fair condition, exhibiting signs of corrosion atthe access doors. (Photo 35) • The swimming pool's filters have been in service for approximately 25 years. It is recommended thatthe sand media be replaced approximately every 10years. • The pool's chemical treatment is controlled by a Chemtrol chemical controller, which is in good condition. (Photo 36) • The pool has a supplemental UV system. (Photo 37) • Liquid chlorine is stored in multiple containers. (Photo 38) Slide Plunge Pool: The slide plunge pool shares the swimming pool's mechanical system. The plunge pool receives chemically treated water entering the pool thru floor inlets,and exiting the pool via scuppers and piping to the swimming pool surge tank. Wading Pool: The wading pool has a High Rate Sand (HRS) filtration system consisting of two vertical fiberglass filters (Pentair Model TR-140); providing 14.12 SF of total filter area. Chemical treatment uses liquid chlorine. pH balance uses muriatic acid. • The wading pool system has a calculated filtration rate of 14.16 GPM/SF. • The wading pool's calculated turnover rate is 108 minutes. • The wading pool's filtration system has a flow meter range of 0-400 GPM. • The wading pool's filters appear to be in good condition. • The wading pool's heater appears to be in fair condition. (Photo 39) • The wading pool has a supplemental UV system, which is in fair condition. (Photo 40) WT/ w .T E a T E 0 H NO L 0 0 V i N 0 LEADERS IN AQUATIC PLANNING, DESIGN AND ENGINEERING 8 • Much of the wading pool mechanical space metal components exhibit corrosion. Observer noted open acid container, recommending that this open area be closed, with air vent piped to exterior. (Photo 41) • The pool's single floor drain is shown on the drawings (Ml) piped to the surge side of the structure. This means the floor submerged outlet could be considered non-VGB compliant. • The wading pool's filters have been in service for approximately 15 years. It is recommended that the sand media be replaced approximately every 10 years. As mentioned previously,the pools use liquid chlorine as their sanitizer, and hydrochloric acid (Photo 41)for pH balance. Each pool's water chemistry is monitored and controlled through a Chemtrol automatic chemical controller, which are in good condition (Photo 42). Safety and Code Issues Americans with Disabilities Act(ADA) Requirements On September 15, 2010,the President signed into law provisions of the July 23, 2004 ADAAG guidelines applying to recreation facilities. Title II facilities (public entities) had until March 15, 2012 to comply with requirements. Water Technology, Inc.'s ADA evaluation was limited to the pool area only, and did not include perimeter offices,doors, access, etc. The FPS does not meet the requirements of ADA in the following areas: • The pool's perimeter exceeds 300 LF, requiring two accessible means of entry. The swimming pool lacks a compliant secondary means of access. Iowa Department of Public Health Swimming Pool and Spa Program OPSPI Requirements The FPS Swimming Pool and Wading pool are non-compliant with the following: Submerged Outlets IPSP 641-15.4(4)h(3) requires that a pool with a fully submerged outlet that is not unblockable and that is directly connected to a pump must have a Safety Vacuum Release (SVRS) device, and that device is tested at the frequency recommended by the manufacturer, and that the date and time of each of these tests be recorded. • The wading pool has three SVRS devices, no test results were posted. Recirculation Systems IPSP 641-15.5(5)b(5) requires that a wading pool has a turnover rate of 60 minutes. • The wading pool has a turnover rate of 108 minutes. Main Drain Systems IPSP 641-15.5(10)b requires that if a pool has a main drain connected to the recirculation system,there shall be two main drains, or the single main drain shall be unblockable. WT/ W ., E a , E 0 H NO � 0 0 Y i N 0 LEADERS IN AQUATIC PLANNING, DESIGN AND ENGINEERING 9 • The wading pool has a single main drain connected via the surge tank to the recirculation system. Main Drain Systems IPSP 641-15.5(10)b(4) requires that field fabricated sumps shall be designed in accordance with the ASME standard and shall be certified by an engineer licensed in Iowa. • The wading pool wall sumps may lackthis certification Conclusions The FPS pools have been generally well maintained and cared for. The primary challengesto their continued usefulness differs which each body of water: • Swimming Pool: pool mechanical age, lack of activities. • Wading pool: submerged outlet certifications and activity structure condition. Recommended Improvements Proposed improvements are assigned a priority level, which determinesthe importance of the repair/improvement. The priority level is assigned to an improvement based on the following: priority,time frame, and assessment criteria. Proposed improvement options are subdivided by pool for clarity. • Priority A. Time Frame: immediate to one year. B. Assessment Criteria: deterioration of structures; health and human safety deficiencies; Iowa Department of Public Health Code compliance; maintenance items that will reduce future maintenance; maintenance improvements that can be performed by maintenance. • Priority B A. Time Frame: onetotwoyears. B. Assessment Criteria: repairs that will be required in the near future; improvements that will reduce or eliminate future maintenance; Iowa Department of Public Health Code compliance; maintenance improvements that can be performed by maintenance. • Priority C A. Time Frame: one to four years. B. Assessment Criteria: improvements that will improve the performance of the facility. • Priority D A. Time Frame: one to six years. B. Assessment Criteria: Improvements that provide greater enjoyment to the patrons. The following are recommended options. Associated with each recommendation is a budget opinion of probable cost, which includes project development cost, such as fees,testing, contingencies and reimbursables. WT/ W ., E a , E 0 H NO � 0 0 Y i N 0 LEADERS IN AQUATIC PLANNING, DESIGN AND ENGINEERING 10 Priority Probable Cost Range Low High Swimming Pool Item i1 Evaluate pool forwater loss a)Evaluate exposed piping A $10,000 $20,000 E)Evaluate pool shell A $10,000 $20,000 Item 82 Swimming Pool Shell&Finishes a)Evaluate swimming and plunge pool drain covers for grounding B $2,500 $3,500 E)Epoxy grout existing cracks B $65,000 $90,000 c)Replace sealant B $35,000 $45,000 d)Repaint pool C $30,000 $35,000 e)Replace pool finish with special aggregate D $250,000 $290,000 Option: Replace pool finish&gutter with Myrtha Renovation D 2aa)Remove perimeter gutter $27,200 $42,000 tab)Install new Renovaction gutter,panels and floor $2,508,230 $2,759,053 lac)Provide Myrtha soft floor for 20009 shallow area $90,000 $99,000 Item 93 Swimming Pool Mechanical a)Recondition existing pool filters,3ea. C $30,000 $50,000 E)Replace filters C $150,000 $200,000 c)Replace exposed cart iron piping&piping support system C $50,000 $75,000 d)Recondition turbines(1 ea.) B $20,000 $40,000 e)Replace turbines(1 ea.) D $35,000 $47,500 f)Replace buried cast iron gravity piping C $200,000 $250,000 g)Provide separate filtration to slide plunge pool C $200,000 $290,000 g)Replace pressure piping NR Item#4 Slide&Activities a)Recondition slide&tower B $160,000 $190,000 E)Replace slide&fewer D $275,000 $450,000 c)Repaint slide plunge pool C $7,500 $10,000 d)Replace 3 meter stand with 3 m eter with stairs D $30,000 $60,000 e)Add new activities(Allowance) D $150,000 $150,000 f)Add climbing wall D $40,000 $60,000 Watling Pool Item#5 Confirm VGB Analysis a)Confirm submerged sidewall outlets A $0 $7,500 E)evaluate main drain A $0 $3,500 c)Evaluate SUES operations A $2,500 $4,500 Item 96 Wading Pool Shell&Finishes a)Repaint pool B $10,000 $12,500 E)Replace pool finish with exposed aggregate C $33,810 $45,000 c)Replace pool floor with Myrtha soft floor D $149,175 $164,093 Item i7 Wading Pool Mechanical a)Establish SVRS testing process A $0 $500 E)Increase wading pool tumoverto meet code required 60 minutes B $35,000 $55,000 c)Replace W system B $25,000 $30,000 Item f8 Activities a)Recondition activity structure B $70,000 $100,000 General Replace Pool $3,500,000 $7,000,000 WT/ W &T s e T E 0 H N 0 L 0 0 V r N C. LEADERS IN AQUATIC PLANNING, DESIGN AND ENGINEERING 11 NOTE: Building and site items are not listed in this section. See section 4.4.3 and 4.5 of the primary report for a summary of facility options and totaling costs. Improvement Options Note: cost ranges provided are general anticipated costs, and do not reflect additional costs that may be incurred for ancillary work which may be required. Item p1- Evaluate swimming pool for water loss Work Includes pressure testing of pipe, die testing of pool shell. Cost Range $20,000-$40,000 Item p2-Swimming pool shell &finishes Recommended renovations include evaluating metal drain covers for grounding& bonding, epoxy grouting all existing cracks, removing existing sealant and backer rod &replacing, and repainting the pool.An option to repainting the pool would be to install a special aggregate finish with tile trim. Cost Range $132,500-$173,500 A second option would be to replace the pool finish &gutter with a Myrtha Renovaction system.This would involve removing the existing pool gutter and finish, replacing with Renovaction panels, Myrtha gutter, and floor system.This solution provides a "new" pool look with a durable, impervious pool finish. A"soft floor"system could be installed in water depths less than 48", enhancing vertical activities. Renovations of this scale would have a likely cost range of$2.5 to$2.8 million. Items p3-Swimming pool mechanical Recommended improvements include reconditioning the existing filters, replacing exposed piping and reconditioning the turbines, and replacing buried cast iron gravity piping.Also recommended is separating the slide plunge pool mechanicals from the pool system. Replacement of buried cast iron inlet piping is not recommended, as it is cost prohibitive. Cost Range $500,000-$705,000 Replacing the filters with new horizontal fiberglass high rate sand filters, and replacing the turbines with new adds approximately$135,000 to $163,000. Item H4-Slide&activities Recommended renovations include renovation of the existing slide tower and flume, replacing the 3M springboard with a new stand with steps. Improvements include addition of new activities, and the addition of a climbing wall. Please note that it is likely that the climbing wall could not be used concurrently with an adjacent springboard. Cost Range $390,000-$500,000 WT/ w .T E a T E 0 H NO L 0 0 V i N C LEADERS IN AQUATIC PLANNING, DESIGN AND ENGINEERING 12 An option to replace the slide&tower with new should also be considered. Item p5-Confirm VGB analysis at wading pool Confirmation by PE that the submerged outlets (wall&floor) meet the requirements of federal drain safety and Iowa code. Cost Range $2,500-$15,500 Item p6-Wading pool shell &finishes Recommend painting the pool. Work that may be required by Item#5 above is not defined and therefore not included. Cost Range $10,000-$12,500 An option to repainting the pool would be to replace the pool finish with a special aggregate finish.The cost for this is anticipated to be between $33,810 to$45,000.A second option is to replace the pool floor with a Myrtha soft floor.The cost for this is in the range of$150,000 to $160,000. Item p7-Wading pool mechanical Recommendations include establishing an SVRS testing process, and supplementing the filtration to meet current codes.Work would include a filter addition, pump replacement, UV replacement, slab removal and replacement, and inlet piping modifications Cost Range $60,000-$85,500 Item p8-Wading pool activities Recommend reconditioning the waterplay activity, including replacing damaged parts, and painting. Cost Range $50,000-$80,000 WT/ w .T E a T E 0 H NO L 0 0 V i N C LEADERS IN AQUATIC PLANNING, DESIGN AND ENGINEERING rw 10/28/2016 I t - Photo 03 i +jr i' Photo 04 2 Photo 06 10/28/2016 Photo 07 }s s Photo 08 4 r � �f r 4 ,r1 u i — 7 r, atr , ,� Photo 17 _ Y � ' \ ft u Photo s r LIZ.,k �a : Tv s n ,.Y A k t Motors & Iressors—sales m serol M F s y r �\ 10/28/2016 } av l Photo 29 r, Photo 30 15 n 10/28/2016 i- i Photo 33 i Photo 34 17 �f s f� �L 10/28/2016 t. 9 M , Photo 39 t 0 r �1 Photo 40 20 10/28/2016 r _ Photo 41 Ra.„w o Si P.N. (r +_JI �I Photo 42 21 y ` APPENDIX II City of Dubuque Sutton and Flora Swimming Pools } - 10 Year Capital Improvement mar° History/Projection 92016 MSA Professional Services,Inc P:W90sW92V00492055\DocumentsV eportsV00492055 Dubuque Aquatic Facilities Report door City of Dubuque Sutton and Flora Swimming Pools October 27, 2016 10 Year Capital Improvement History/Projection (2006 thru start of 2017) Year BUDGET 0 Title Account Title YTD Expense 06 1001565 FLORA-CRACKED GUTTER WALL CONST.CONTR-NOT BLDG $ 16,103.00 06 1001566 FLORA/SUTTON-EXPANSION JT CONST.CONTR-NOT BLDG $ 6,827.00 06 1001567 FLORA/SUTTON-PUBLICADDRS EQUIP ACQUISITION $ 196.67 06 1011030 POOLS-PAINT POOL TANKS CONST.CONTR-NOT BLDG $ 32,834.75 06 1011590 POOLS-RECIRCULATION SYSTM CONST.CONTR-NOT BLDG $ 5,200.00 06 1011850 RENO RECIRCULATION PUMPS CONST.CONTR-NOT BLDG $ 5,310.77 06 1021607 FLORA POOL-3 UMBRELL/FABR CONST.CONTR-NOT BLDG $ 4,042.42 06 3501426 F/S REPLACE DOORS/FRAMES CONST CONTRACT-BLDG $ 7,091.00 06 3501684 POOLS-ELECT PANELS/COMPON CONST.CONTR-NOT BLDG $ 1,989.50 07 1011030 POOLS-PAINT POOL TANKS CONST.CONTR-NOT BLDG $ 50,350.00 07 1011098 F/S RECAULK POOL DECKS CONST CONTRACT-BLDG $ 3,000.00 07 1021607 FLORA POOL-3 UMBRELL/FABR CONST.CONTR-NOT BLDG $ 6,062.59 07 1021783 FLORA POOL-FENCE EXPANSN CONST CONTRACT-BLDG $ 9,885.50 08 1002059 UV DISINFECT FLORA/SUTTON EQUIP ACQUISITION $ 31,470.00 08 1021155 F/S REPLACE GUTTER GRATE CONST.CONTR-NOT BLDG $ 11,959.00 08 1021888 F/S POOLS-REPLACE LOCKERS EQUIP ACQUISITION $ 9,290.80 08 1021889 SUTTON POOL-PARKING LOT CONST CONTRACT-BLDG $ 28,919.25 08 1021890 SUTTON POOL-SHD UMBRELLAS EQUIP ACQUISITION $ 9,184.50 09 1001152 FLORA OZONE DISINFECTANT CONST CONTRACT-BLDG $ 81,676.00 09 1002005 BUNKER TEE MOWER MOWING EQUIPMENT $ 21,781.50 09 1002172 BATH HOUSE IMPROVEMENTS CONSULTING ENGINEERS $ 3,500.00 09 1002173 POOL DRAINS CONST.CONTR-NOT BLDG $ 9,303.60 09 1012000 FLORA PAINT WTR SLIDE SUP CONSULTING ENGINEERS $ 895.75 09 1012000 FLORA PAINT WTR SLIDE SUP CONST.CONTR-NOT BLDG $ 25,325.88 09 1021889 SUTTON POOL-PARKING LOT CONST CONTRACT-BLDG $ 782.84 09 1022061 FLORA REPAINT POOL MISCELLANEOUS SERVICES $ 9,486.50 09 3502004 BUNKER FAIRWAY MOWER MOWING EQUIPMENT $ 36,600.00 09 3702001 BUNKER CART PATHS LANDSCAPING CONTRACT $ 1,530.00 09 3702001 BUNKER CART PATHS CONST.CONTR-NOT BLDG $ 28,202.00 09 3702002 BUNKER CART SHED FLOORS CONST.CONTR-NOT BLDG $ 1,087.00 09 3702003 BUNKER POND RENOVATION CONST.CONTR-NOT BLDG $ 7,555.43 10 1001152 FLORA OZONE DISINFECTANT CONST CONTRACT-BLDG $ 7,247.50 10 1002173 POOL DRAINS CONST.CONTR-NOT BLDG $ 12,579.50 10 1011098 F/S RECAULK POOL DECKS CONST CONTRACT-BLDG $ 10,000.00 10 1011168 REPLACE 4 DIVING BOARDS CONST.CONTR-NOT BLDG $ 6,762.00 10 1011999 FLORA PAINT FILTER TANK CONST.CONTR-NOT BLDG $ 500.00 10 3501426 F/S REPLACE DOORS/FRAMES CONST CONTRACT-BLDG $ 19,386.00 10 3502121 POOLS- REPLACE DOORS CONST CONTRACT-BLDG $ 4,692.00 11 1011030 POOLS-PAINT POOL TANKS CONST.CONTR-NOT BLDG $ 40,000.00 11 1011850 RENO RECIRCULATION PUMPS CONST.CONTR-NOT BLDG $ 7,302.31 11 1021205 F/S WATER PLAYGROUNDS CONST.CONTR-NOT BLDG $ 3,189.21 11 1022120 FLORA POOL-SAND PLAYGRND CONST.CONTR-NOT BLDG $ 77,086.64 11 3501888 F/S POOLS-REPLACE LOCKERS EQUIP ACQUISITION $ 10,618.00 11 3502194 FLORA/SUTTON BLDG ROOFS CONST CONTRACT-BLDG $ 20,352.00 12 1001030 POOLS-PAINT POOL TANKS CONST.CONTR-NOT BLDG $ 5,000.00 12 1011030 POOLS-PAINT POOL TANKS CONST.CONTR-NOT BLDG $ 47,600.00 Year BUDGET 0 Title Account Title YTD Expense 12 1012334 FLORA & SUTTON POOLS STOR CONST CONTRACT-BLDG $ 7,625.70 12 1021205 F/S WATER PLAYGROUNDS CONST.CONTR-NOT BLDG $ 5,756.00 12 3501563 FLORA-WATERSLIDE PUMP CONST.CONTR-NOT BLDG $ 8,129.16 12 3501888 F/S POOLS-REPLACE LOCKERS EQUIP ACQUISITION $ 15,406.60 13 1011153 REFINISH SLIDE CONST.CONTR-NOT BLDG $ 19,750.00 13 1012172 BATH HOUSE IMPROVEMENTS CONST CONTRACT-BLDG $ 8,219.05 13 1012334 FLORA & SUTTON POOLS STOR CONST CONTRACT-BLDG $ 1,738.00 13 3501090 F/S POOL STORAGE BUILDING CONST CONTRACT-BLDG $ 2,244.00 13 3501564 FLORA/SUTTON-FLOW METERS CONST CONTRACT-BLDG $ 9,200.00 14 1012172 BATH HOUSE IMPROVEMENTS CONST CONTRACT-BLDG $ 1,620.00 14 1021098 F/S RECAULK POOL DECKS CONST CONTRACT-BLDG $ 7,860.00 14 1021446 FLORA/SUTTON POOL HEATERS CONST CONTRACT-BLDG $ 30,610.00 14 1022172 BATH HOUSE IMPROVEMENTS CONST CONTRACT-BLDG $ 7,500.00 14 1022463 F/S SURGE TANK REPAIR CONST.CONTR-NOT BLDG $ 4,001.19 15 3501190 REPLACE FILTER TANKS CONST.CONTR-NOT BLDG $ 3,248.70 16 1021890 F/S ANNUAL MAINTENANCE CONST CONTRACT-BLDG $ 2,576.55 16 1022585 F/S SECURITY CAMERAS CAMERA RELATED EQUIPMENT $ 24,116.14 16 3501890 F/S ANNUAL MAINTENANCE CONST.CONTR-NOT BLDG $ 34,553.70 16 3502586 F/S INTERNET ACCESS PERIPHERALS,COMPUTER $ 19,537.61 17 1021890 F/S ANNUAL MAINTENANCE CONST CONTRACT-BLDG $ 15,640.92 17 1022585 F/S SECURITY CAMERAS CAMERA RELATED EQUIPMENT $ 8,005.84 17 3502586 F/S INTERNET ACCESS PERIPHERALS,COMPUTER $ 2,923.03 TOTAL $ 980,020.60 CAPITAL IMPROVEMENT BUDGET FY 2018 - 2022 RECREATION DIVISION FY 2018 FY 2019 FY 2020 FY 2021 FY 2022 Priority Project GOLF COURSE 5. Replace irrigation system - - 254,132 - - 6. Construct cart paths 10,000 - 10,000 - 10,000 7. Tee improvements 10,000 - 10,000 - 10,000 9. Driving range project - - - 20,000 300,000 10. Material storage renovation - - 15,000 10,0000 274,132 35,000 320,000 Priority Project ADMINISTRATION OFFICES 11. Bunker- Admin offices, 2nd floor remodel 27,200 Priority Project SWIMMING POOLS 2. Flora/Sutton addition maintenance per assess - - 3. Flora/Sutton Master Plan 40,000 1. Flora/Sutton, annual maintenance 40,000 - 25,000 70,000 4. Flora/Sutton, repl UV disinfection systems 30,000 - - - - 8. Flora Pool, playground safety surface - - 60,000 70,0000 85,000 70,00 40,000 Pre-Report Aquatic Related Budget Projections APPENDIX III Acknowledgements lo 92016 MSA Professional Services,Inc P:W90sW92V00492055\DocumentsV eportsV00492055 Dubuque Aquatic Facilities Report door ACKNOWLEDGEMENTS We would like to thank the following individuals and others for their input, time and effort in the development and ongoing consideration of the City of Dubuque Aquatics Facilities. Dan Kroger, Recreation Division Manager Janna Beau, Rec Program Supervisor, Aquatics/Therapeutic Kevin Grace- Park Foreman Steve Fehsal - Parks Division Manager 92016 MSA Professional Services,Inc P:W90sW92V00492055\Document;V2eportsV00492055 Dubuque Aquatic Facilities Report door