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Bertram Field Phase 2 Improvements - February 20, 20191 Captain John Bertram Athletic Field Phase 2 Improvements Design Development Manual February 20, 2019 BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN2 BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN 3 Bertram Field Phase 2 Improvements Schematic Design Report Section 1 Section 2 Section 3 Section 4 Section 5 Section 6 Executive Report Criteria Sheets, Site Evaluation, & Preliminary Concepts Stakeholders Meetings & Proposed Options Program Schematic Design of Option 4 & Parking Analysis Cost Estimate Appendix Plumbing Variance & Associated Application The LEED Scorecard and Evaluation The Mechanical Schematic Narrative The Plumbing Schematic Narrative The Structural Narrative The Civil Narrative Operation & Maintenance Recommendations Municipal & State Agency Review BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN4 PARTICIPANTS City of Salem - Client • Jenna Ide phone: (978) 619-5699 email: jide@salem.com Director of Capital Projects & Muncipal Operations • Trish O’Brien phone: (978) 744-0180 x43001 email: pobrien@Salem.com Executive Director • Deborah Duhamel phone: (978) 619-5661 email: dduhamel@Salem.com Assistant City Engineer • Ryan Monk phone: (978) 619-5661 email: dduhamel@Salem.com Director of Buildings and Grounds Beacon Architectural Associates - Architect • J. Michael Sullivan phone: (617) 01-3840 email: jmsullivan@beaconarch.com Project Architect & Principal in Charge • Richard Ryan phone: (617) 357-7171 email: rryan@beaconarch.com Senior Project Manager Leftfield - Owners Project Manager • David Saindon phone: (617) 737-6400 email:dsaindon@leftfieldpm.com Project Executive • Adam Keane phone: (617) 593-9539 email: akeane@leftfieldpm.com Senior Project Manager Weston & Sampson - HVAC and Plumbing Engineers • Scott Henriques phone:(978) 532-1900 email: henriquess@wseinc.com Toole Design Landscape Architects and Circulation Consultants • Karen Fitzgerald phone: (617) 619-9910 email: kfitzgerald@tooledesign.com • Lyndia Hausle phone: (617) 619-9910 email: lhausle@tooledesign.com Owl Engineering - Electrical Engineers • Judith O’Brien phone: (978) 621-2319 email: jobrien@owlengineers.com nv5 Engineers - Sustainability • Dana Etherington phone: (857) 221-5928 email: detherington@nv5.com • Marcus Hazelwood phone: (857) 221-5934 email: Marcus.Hazelwood@nv5.com Weston and Sampon- Civil Engineers • James Pearson phone: (78) 532-1900 email: personj@wse.com Hastings Consulting - Code Consultants • Kevin Hastings phone: (508) 397-8417 email: kevin@hastings-consulting.com PM&C - Cost Estimators • Peter Bradley phone: (781) 740-8007 email: peterbradley@pmc.ma.com • Maria McKenna phone: (781) 740-8007 email: mariamckenna@pmc.ma.com Welch & Associates Land Surveyors, Inc. - Surveying • Pamela Welch phone: (508) 580-4696 email: pwelch@welchinc.com • Kraig Kilpatrick phone: (508) 580-4696 email: kkilpatrick@welchinc.com BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN 5 OVERVIEW Purpose and Goals The purpose of this report is to provide recommendations regarding facility improvements to the Bertram Athletic Field. Support buildings address four distinct areas: concessions, public amenities, locker facilities for athletic participants, and barrier-free access to the press box. This study recommends the priorities, budgets, and overall schedule within which to achieve the goal of a state-of-the-art athletic facility for the City of Salem. Methodology The methodology to arrive at this schematic design incorporated public meetings, regular design progress meetings, and meetings with Salem police, fire, and plumbing officials. The design team visited nearby facilities in Danvers and Lynn, and met with other various field managers to learn from their operations and experiences. A series of meetings were held with key administrative staff and interested members of the public (see section on Stakeholder Meetings). The initial meeting sought to confirm the actual programming needs. The following meeting introduced recommendations and com- ments which allowed the design team to refine the preferred design option represented in the schematic design. Vision The Bertram Athletic Field has been and always will be an icon for the City of Salem. The field has generated unforgettable memories for thousands of Salemites and their neigh- bors. Phase 1 improvements addressed the athletic surface and the lighting. This study focuses in on the additional improvements to the Bertram Field facility. Bertram Field will be a facility which will serve a variety of sports and field organizations from Salem and the surrounding regions. The facility will provide visitors and athletes the safety, accessibility, and comfort of a first-class municipal facility for all amateur sporting events. BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN6 PHASE 2 SCHEMATIC DESIGN The Bertram Athletic Field has a new turf field, but suffers from inadequate building facil- ities. The schematic design presented in this report defines the buildings and their loca- tions. The overall Design Criteria for the buildings are: • Sustainable design and Net Zero Energy facility • Separate pedestrians from vehicle access to the entry • Separate the athletic changing area from the public amenity spaces • Protect visitors from inclement weather by providing semi-sheltered areas • Provide outdoor grilling area for informal food preparation • Improve the architecture to present a unified, thematic aspect to the entry and the various facilities • Provide a location for public art installations • Provide 25 women’s toilets and 16 men’s toilets/urinals. • The concessions stand will provide snacks and beverages. Pizza, hot dogs, and pre-packaged foods will be served. Hot beverages will be provided. • The athletic changing facility will provide space for teams to prepare and gather away from the spectators. • Provide accessibility to the press box BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN 7 Key Recommendations Management and Operations • Provide coordinated management and supervision within the City through regular meetings with users and the Public Works department • Determine the event scheduling and hours of operations • Establish a capital improvement fund and seek resources through user’s fees, grants, and other sources to undertake necessary improvements, repairs, and replacements • Maintain all facilities so that they are always clean, repaired, and free from any debris • Measure success by surveying visitors and modifying the operations as needed to always be sensitive to the community’s desires for Bertram Field BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN8 CONTEXT The Recent History of Bertram Field Bertram Field has been providing the North Shore with a unique site for outdoor athletic events for over one hundred years. Tent cities sprang up on the field as part of the recovery from the Salem fire of 1914. The locker facilities were constructed in the 1930’s. In 2012, the City Council approved funding for the renovation of the field. A complete reno- vation of the field complex was completed in the summer of 2013, adding a new turf field, a six-lane running track, scoreboard, and a new flag pole. The visitor’s grandstand was re- moved. Neither the press box nor the locker rooms were renovated. Bertram Field is used in the fall and spring by: • The Salem High School Varsity field sports program • The Salem High School Junior Varsity field sports program • Salem High School Marching Band • Salem Youth Field Sports Program • Collins Middle School Physical Education • Parks and Recreation Summer Programs • Residents There are approximately 100 events scheduled at the field during the fall and spring sea- sons. Bertram Field is maintained and administered by the Salem School Facilities Depart- ment (SSFD). The funding and revenue management is a collaboration between the City of Salem and the SSFD. BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN 9 Opportunities The strengths Bertram Field possesses were revealed during the evaluations of the site and the discussions with the working committee. Among the most notable strengths are: • Ability to provide pedestrians with plaza space at the entry • Enhanced pedestrian circulation around Collins Middle School • Ser vice entrance off of Bertuccio Avenue • Undeveloped site to the north which could be improved for Collins Middle School and Ber tram Field Constraints The constraints of the field lie primarily in the existing siting of the facility. Most of the man- made constraints, such as the toilet facilities and lack of barrier-free access are the focus of this report. The Areas of Responsibility are: 1. Maintenance • Depar tment of Public Works and the Salem School Department 2. Scheduling • Salem School Depar tment 3. Revenue Management • Depar tment of Parks and Recreation 4. Capital Improvements • Depar tment of Parks and Recreation BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN10 THE PRIORITIES Provide coordinated management and supervision with the City through regular meet- ings with users and selected departments within city government. The management of Bertram Field is currently the responsibility of the Salem School Facili- ties Department. The scheduling, determination of fees, and the concession stands are du- ties shared between the Department of Public Works, Department of Parks and Recreation, and the School Department. The operational responsibilities of Bertram Field need to be clearly defined by the City of Salem. The maintenance of the facility, scheduling of events, administering revenue, and monitoring the use of the concessions facilities are specific base line responsibilities which need to be discussed and assigned as soon as possible. It is important one entity be responsible for supervising the operations and scheduling of Bertram Field. Other towns assign this responsibility to either the Parks and Recreation Department or the Community Development office. An individual should be designated to monitor the operations of the field on a daily basis. This is not a full-time responsibility; rath- er ten to fifteen percent of this persons time should be allocated to Bertram Field. The existing press box is not accessible for all.Proposed area for barrier-free access to the press box. BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN 11 Determine the scheduling of events and the hours of operations. The City should determine whether the School or Parks and Recreation Department will lead scheduling of all events at the field. It is recommended that a web-based calendar be available to confirm the event times are known to all users. The city should consider the hours of operation. The park should not be open 24 hours, 7 days a week. Typically, facilities in neighboring communities are open from 6:00am till dusk, unless there are scheduled evening events. Establish a capital improvement fund and seek resources through user’s fees, grants, and others. The City of Salem budget for the Department of Parks and Recreation (DPR) should estab- lish a dollar amount for the DPR to manage with. This will define the financing of mainte- nance and upkeep. To supplement the budget, the DPR should seek alternative resources for capital improvements and major equipment replacement, such as grants and private corporate donations. Setting fees for the use of the field should be considered. The concessions and ticket sales should be managed by the DPR and the revenues from each can be shared with the respec- tive users. A committee of users and representatives of city departments will be assembled to assist and monitor specific areas of operations. Suggested participants (not to exceed 8 members) of this committee are: • Salem High School Athletic Director • Salem High School Field Coaches • Representatives from the Department of Public Works • Representatives from the Parks and Recreation Department • Representative from the Youth Sports Program • Interested Citizens Measure success by surveying visitors and users. Modify the operations as needed to always be sensitive to the community’s expectations. Monitoring the opinions of users and visitors establishes a good metric with which to decide how to improve the care of Bertram Field. The survey should be done at the end of the fall season. City of Salem Project # Bertram Field, Phase 2 Feasibility Study - BUDGET TRACKINGCurrent BudgetProject Director / Manager: David Saindon / Adam KeanePeriod Ending 1/17/2018Includes Invoice Summary xxxxReimbursement Package n/aBudgetCommittedRemaining% Complete CTCAnticipated Variance Changes CostsExpended Unspent Budget(against committ'd) (beyond committed)C @ C(Under)/Over[A] [B] [C] [D] [E] [F]=[D]-[E] [G]=[C]-[D] [H]=[E]/[J] [I] [J]=[D]+[I] [K]=[J]-[C]0001 0000 Owner's Project Manager$26,766 $0 $26,766 $26,766 $20,075 $6,691 $0 $0 $26,766 $00001 0000 Feasibility Study (Leftfield, LLC) $26,766 $0 $26,766 $26,766 $20,075 $6,691 $0 75% $0 $26,766 $00002 0000 Designer$99,500 $115,410 $214,910 $211,910 $77,450 $134,460 $3,000 $3,000 $214,910 $00002 0000 Feasibility Study (Beacon Architects) $99,500 $0 $99,500 $99,500 $77,450 $22,050 $0 78% $0 $99,500 $00002 0000 Early Release DD Work (Beacon Architects) $0 $112,410 $112,410 $112,410 $0 $112,410 $0 0% $0 $112,410 $00002 0000 Parking Study at Collins site and adjacent areas (PLUG)$0 $1,500 $1,500 $0 $0 $0 $1,500 $1,500 $1,500 $00002 0000 Parking Study at Collins site (STANTEC) (PLUG) $0 $1,500 $1,500 $0 $0 $0 $1,500 $1,500 $1,500 $0.0003 0000 Environmental, Site, Other$0 $42,670 $42,670 $42,670 $0 $42,670 $0 $0 $42,670 $00003 0000 Subconsultants $0 $0 $0 $0 $0 $0 $0 $0 $0 $00003 0000 Tighe+Bond - GeoEnvironmental $0$15,200 $15,200$15,200 $0 $15,200 $0 0% $0 $15,200 $00003 0000 Tighe+Bond - GeoTechnical $0$17,700 $17,700$17,700 $0 $17,700 $0 0% $0 $17,700 $00003 0000 Tighe+Bond - ACM assessment $0$5,800 $5,800$5,800 $0 $5,800 $0 0% $0 $5,800 $00003 0000 BMC - Clean, inspect sanitary lines CCTV/JET $0 $3,360$3,360$3,360 $0 $3,360 $0 0% $0 $3,360 $00003 0000 Metro-Swift - Hydrant flow test $0 $610 $610 $610 $0 $610 $0 0%$0 $610 $00004 0000 OTHER$171,056 ($158,080) $12,976 $0 $0 $0 $12,976 $12,976 $12,976 $000040000Owner's Contingency/Other $171,056 ($158,080) $12,976 $0 $0 $0 $12,976$12,976 $12,976 $000040000Need to carry misc costs for LEED registration, other, etc. $0 $0$0$0$0$0$0 $0$0$000040000xxxx$0 $0 $0 $0 $0 $0 $0 $0 $0 $000040000xxxx$0 $0 $0 $0 $0 $0 $0 $0 $0 $0FEASIBILITY STUDY TOTALS $297,322 $0 $297,322 $281,346 $97,525 $183,821 $15,976 $15,976 $297,322 $00100 0000 ADMINISTRATION$405,000 $0 $405,000 $0 $0 $0 $405,000 $405,000 $405,000 $00101 0000 Legal Fees $25,000 $0 $25,000 $0 $0 $0 $25,000 $25,000 $25,000 $00102 0000 Owner's Project Manager $0 $0 $0 $0 $0 $0 $0 $0 $0 $00102 0400 Design Development $55,000 $0 $55,000 $0 $0 $0 $55,000 $55,000 $55,000 $00102 0500 Construction Contract Docs $55,000 $0 $55,000 $0 $0 $0 $55,000 $55,000 $55,000 $00102 0600 Bidding $30,000 $0 $30,000 $0 $0 $0 $30,000 $30,000 $30,000 $00102 0700 Construction Contract Administration $200,000 $0 $200,000 $0 $0 $0 $200,000 $200,000 $200,000 $00102 0800 Closeout $10,000 $0 $10,000 $0 $0 $0 $10,000 $10,000 $10,000 $00102 1000 Reimbursable & Other Services $0 $0 $0 $0 $0 $0 $0 $0 $0 $00102 1100 Cost Estimates $0 $0 $0 $0 $0 $0 $0 $0 $0 $00102 9900 Other Project Manager Costs $0 $0 $0 $0 $0 $0 $0 $0 $0 $00103 0000 Advertising (bidding) $5,000 $0 $5,000 $0 $0 $0 $5,000 $5,000 $5,000 $00104 0000 Permitting Fees (assumed waived) $0 $0 $0 $0 $0 $0 $0 $0 $0 $00105 0000 Owner's Insurance (Builder's Risk) $10,000 $0 $10,000 $0 $0 $0 $10,000 $10,000 $10,000 $00199 0000 Other Administrative Costs $15,000 $0 $15,000 $0 $0 $0 $15,000 $15,000 $15,000 $00200 0000 ARCHITECTURE & ENGINEERING $384,370 $0 $384,370 $0 $0 $0 $384,370 $384,370 $384,370 $00201 0000 Basic Services $0 $0 $0 $0 $0 $0 $0 $0 $0 $00400 Design Development - Early Release (carried above) $0 $0 $0 $0 $0$0$0 $0$0$00410 Survey $0 $0 $0 $0 $0 $0 $0 $0 $0 $00420 LEED Admin $0 $0 $0 $0 $0 $0 $0 $0 $0 $00430 Circulation Planning $0 $0 $0 $0 $0 $0 $0 $0 $0 $00440 Cost Estimation $0 $0 $0 $0 $0 $0 $0 $0 $0 $00450 Fund Raising $0 $0 $0 $0 $0 $0 $0 $0 $0 $00460 Landscape Archtiecture $0 $0 $0 $0 $0 $0 $0 $0 $0 $00470 Integrated Design $0 $0 $0 $0 $0 $0 $0 $0 $0 $00500 Construction Contract Documents $120,370 $0 $120,370 $0 $0 $0 $120,370 $120,370 $120,370 $00510 Life cycle assessment $11,500 $0 $11,500 $0 $0 $0 $11,500 $11,500 $11,500 $00520 Energy Modeling $3,000 $0 $3,000 $0 $0 $0 $3,000 $3,000 $3,000 $00530 Commissioning LEED $6,500 $0 $6,500 $0 $0 $0 $6,500 $6,500 $6,500 $00201 0600 Bidding $10,000 $0 $10,000 $0 $0 $0 $10,000 $10,000 $10,000 $00700 Construction Contract Administration $96,700 $0 $96,700 $0 $0 $0 $96,700 $96,700 $96,700 $00710 LEED Admin $16,300 $0 $16,300 $0 $0 $0 $16,300 $16,300 $16,300 $00201 0800 Closeout - PLUG $25,000 $0 $25,000 $0 $0 $0 $25,000 $25,000 $25,000 $00203 0000 Reimbursable and Other Services $0 $0 $0 $0 $0 $0 $0 $0 $0 $00203 0100 Construction Testing (carried below) $0 $0 $0 $0 $0 $0 $0 $0 $0$00203 0200 Printing (over minimum) $0 $0 $0 $0 $0 $0 $0 $0 $0 $00204 0000 Sub-Consultants $0 $0 $0 $0 $0 $0 $0 $0 $0 $00204 0200 Hazardous Materials (reporting and monitoring) PLUG $25,000 $0 $25,000 $0 $0 $0 $25,000 $25,000 $25,000 $00204 0300 GeoTechnical & Geo-Environmental - PLUG $50,000 $0 $50,000$0 $0 $0 $50,000 $50,000 $50,000 $0Bertram Field, Phase 2 Feasibility Study - BUDGET TRACKINGBudgetRevised Budget020102010201David:PO is for $1,000; permit fee is $390; thus commitment is $610David:Value was $98,050; value increased/decreased:- Circulation planning decreased from $6,000 to $3,000- Cost estimating included at $4,000 - Landscape archtiecture included at $4,860- Integrated design included at $8,5002/12/2019C:\Users\David\Dropbox (Leftfield)\Salem_Bertram Field\3-Budget\LF budget\Bertram Field Phase 2_budget tracking 02_12_2019Page 1 of 2 City of Salem Project # Bertram Field, Phase 2 Feasibility Study - BUDGET TRACKINGCurrent BudgetProject Director / Manager: David Saindon / Adam KeanePeriod Ending 1/17/2018Includes Invoice Summary xxxxReimbursement Package n/aBudgetCommittedRemaining% Complete CTCAnticipated Variance Changes CostsExpended Unspent Budget(against committ'd) (beyond committed)C @ C(Under)/Over[A] [B] [C] [D] [E] [F]=[D]-[E] [G]=[C]-[D] [H]=[E]/[J] [I] [J]=[D]+[I] [K]=[J]-[C]Bertram Field, Phase 2 Feasibility Study - BUDGET TRACKINGBudgetRevised Budget0204 0400 Site Survey - PLUG $10,000 $0 $10,000 $0 $0 $0 $10,000 $10,000 $10,000 $00204 0500xxxxx$10,000 $0 $10,000 $0 $0 $0 $10,000 $10,000 $10,000 $00500 0000 CONSTRUCTION CONTRACT$4,379,699 $0 $4,379,699 $0 $0 $0 $4,379,699 $4,379,699 $4,379,699 $00501 0000Pre-Construction Services (n/a)$0 $0 $0 $0 $0 $0 $0 $0 $0 $00502 0000Construction (per current estimate)$4,379,699 $0 $4,379,699 $0 $0 $0 $4,379,699 $4,379,699 $4,379,699 $00600 0000 MISCELLANEOUS PROJECT COSTS$95,000 $0 $95,000 $0 $0 $0 $95,000 $95,000 $95,000 $00601 0000 Utility Company Fees - PLUG $20,000 $0 $20,000 $0 $0 $0 $20,000 $20,000 $20,000 $0Utility Company - rebates/refunds (estimated plug) $0 $0 $0 $0 $0 $0$0 $0 $0 $00602 0000 Testing Services $50,000 $0 $50,000 $0 $0 $0 $50,000 $50,000 $50,000 $00603 0000 Swing Space/Modulars $0 $0 $0 $0 $0 $0 $0 $0 $0 $00699 0000 Other Project Costs - PLUG $25,000 $0 $25,000 $0 $0 $0 $25,000$25,000 $25,000 $00700 0000 FURNISHINGS & EQUIPMENT$40,000 $0 $40,000 $0 $0 $0 $40,000 $40,000 $40,000 $00701 0000Furnishings & Equipment (FF+E) - PLUG$30,000 $0 $30,000 $0 $0 $0 $30,000 $30,000 $30,000 $00702 0000Technology Equipment - PLUG$10,000 $0 $10,000 $0 $0 $0 $10,000 $10,000 $10,000 $00799 0000 Other Furnishings & Equipment $0 $0 $0 $0 $0 $0 $0 $0 $0 $00800 0000 OWNER'S CONTINGENCY$484,188 $0 $484,188 $0 $0 $0 $484,188 $484,189 $484,189 $10801 0000 Owner's Contingency (soft) 5% $46,219 $0 $46,219 $0 $0 $0 $46,219 $46,219 $46,219 $10507 0000 Owner's Construction Contingency (hard) 10% $437,970 $0 $437,970 $0 $0 $0 $437,970 $437,970 $437,970 $0PROJECT TOTALS $6,085,579 $0 $6,085,579 $281,346 $97,525 $183,821 $5,804,233 $5,804,234 $6,085,580 $12/12/2019C:\Users\David\Dropbox (Leftfield)\Salem_Bertram Field\3-Budget\LF budget\Bertram Field Phase 2_budget tracking 02_12_2019Page 2 of 2 BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN 13 BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN14 CRITERIA SHEETS, SITE EVALUATION, & PRELIMINARY CONCEPTS BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN 15 SPACE CRITERIA DOCUMENTATION Space Criteria is the foundation of a successful space program. This documentation estab- lishes the needs, the spaces needing to be adjacent to it, and the size of the space. Each space was analyzed with the group and the stakeholders. The spaces documented herein are: Home and Visiting Team Satellite Locker Room Officials Locker Room Press Box Concession Station Public Toilets Pedestrian Entry First Aid / Training Facility BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN16 FUNCTION OF SPACE: Pre-Game Preparation / Half Time Conference / Post Game Review ADJACENCIES TO OTHER SPACES: Toilets OCCUPANCY: 60 - 70 Players Locker Room Characteristics per 2016 Feasibility Study • Open area • 700 - 800 square feet • No fixed benches • Clothing pegs on walls • No lockers • Good acoustics • Marker board Questions / Answers Regarding the Salem Satellite Locker Rooms: 1 . How do Salem athletes prepare for a game at Bertram Field? Players dress for games at the school locker rooms and travel to Bertram via bus. Showers are taken in the school locker rooms. The building committee recommends perimeter seating, without lockers, and no fixed seating. 2. What do Salem athletes leave behind in the locker room? Backpacks with personal items. Secure storage for backpacks necessary. Athletes may bring their own personal locks. 3. Do coaches use overhead projectors for half-time diagrams? 3 areas for whiteboard meetings should be provided. Teams split up in groups. 4. Will there be any gender-neutral sports teams? Yes - a room should be provided in the toilet area for gender privacy changing. 5. How many toilets should be provided. 2 urinals and 3 toilets are recommended. There will be no showers. Home and Visiting Team Satellite Locker Room Bertram Field Improvements Phase 2 Criteria and Questions December 11, 2018 BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN 17 FUNCTION OF SPACE: Pre and Post Game Preparation for Male and Female Officials ADJACENCIES TO OTHER SPACES: Satellite Locker Rooms OCCUPANCY: 6 - 8 People Officials Locker Room Characteristics per 2016 Feasibility Study • Gender neutral. Minority gender will use enclosed room. Room to have toilet and lavatory. Sanitary facilities include private changing room • Accessible (including changing room) • Located in concessions building, remote from team locker rooms Officials Locker Room Bertram Field Improvements Phase 2 Criteria and Questions December 11, 2018 BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN18 FUNCTION OF SPACE: • Public Address Announcer Work Station (2) • Reporters Work Station (2) • Home Team Assistant Coaches Work Station (2) • Visiting Team Assistant Coaches Work Station (2) • Score Keeper • Home Team Camera Platform • Visiting Team Camera Platform OCCUPANCY: 10 - 12 People Press Box Characteristics per 2016 Feasibility Study • Located at center of field within grandstands • Clothing pegs on walls • Acoustical isolation for work station • Markerboards • Accessible from grandstands • Universal access via lift for press box and the public for higher seating • Extension of roof to shelter grandstand and provide a site for solar panels Press Box The 2015 IBC, section 1104.3.2 - States a press box greater than 500 sq.ft. and more than 12’-0” above grade does have to be accessible. The Bertram Field press box will be greater than 500 square feet and more than 12’-0” above grade. Bertram Field Improvements Phase 2 Criteria and Questions December 11, 2018 BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN 19 FUNCTION OF SPACE: Providing food and drink to visitors ADJACENCIES TO OTHER SPACES: Home Team Grandstand OCCUPANCY: 10 Staff Concessions Characteristics per 2016 Feasibility Study • Accessible serving stations • Storage for food and beverage • Preparation stations • Menu board • Cold water • Dr y goods storage • Refrigeration • 3-bay sink with grease trap Questions / Answers Regarding the Salem Concessions: 1 . What foods will be served that will not be pre-packaged? Pizza, hot dogs, coffee, and hot chocolate. 2. Will food be cooked on-site? A portable grill will be occasionally set up outside the concession stand. There will be no grilling or cooking in the concession area. Water will be heated for coffee and hot chocolate. 3. Will pots, pans, or reusable cooking utensils be used that must be cleaned? No. Cooking will not be done 4. Will concessions be managed by vendors or volunteers? It will be managed by boosters and volunteers. 5. Will transactions be made by cash, credit/debit, or both? Both. Concessions Station Bertram Field Improvements Phase 2 Criteria and Questions December 11, 2018 FUNCTION OF SPACE: Providing Food and Drink to Visitors ADJACENCIES TO OTHER SPACE: Home Team Grandstands OCCUPANCY: 10 Staff Concession Station Characteristics: Accessible serving stations Storage for food and beverage Prep stations Menu board Cold Water Dry good storage Refrigeration 3 bay sink with grease trap Questions Regarding Concession Station 1.What foods will be served that are not pre-packaged? Pizza, hot dogs, coffee, and hot chocolate. 2.Will food be cooked on-site? A portable grill will be occasional set up outside the concession stand. There will be no grilling in the concession area. Water will be heated for coffee and hot chocolate. 3.Will pots, pans, or reusable cooking utensils be used that must be cleaned? No 4.Will concessions be managed by vendors or volunteers? Boosters and volunteers 5.How will transactions be made – Cash only? Credit? To be determined Space Criteria Concessions Building Bertram Field Improvements Phase 2 Criteria and Questions December 11, 2018 BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN20 BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN 21 BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN22 BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN 23 Public Toilets Characteristics per 2016 Feasibility Study • Baby changing station • Universal accessibility • Water efficient fixtures • Waste water • Indoor air quality • Separated universal room Toilet Fixture Calculation based on a 5,000-seat grandstand (existing). Variance has been received. Public Toilets The Commonwealth of Massachusetts Plumbing Code 248 CMR for A-5, Stadium occupancies requires toilets at 1:30 females and 1:60 males for the first 2,000 occupants. Above 2,000, the fixture ratios increase to 1:100 fe- males and 1:200 men. Bertram Field Improvements Phase 2 Criteria and Questions December 11, 2018 BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN24 Toilet Fixture Calculation based on a 4,000-seat grandstand (potential alternate). Bertram Field Improvements Phase 2 Criteria and Questions December 11, 2018 BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN 25 Bertram Field Improvements Phase 2 Criteria and Questions December 11, 2018 FUNCTION OF SPACE: Distribute Tickets ADJACENCIES TO OTHER SPACE: Home Team Grandstands OCCUPANCY: Drop-Off Area and Parking. Entry Characteristics: Accessible Allow For group gathering Display merchandise Secure field Public art and identity Questions Regarding Entry 1.How many ticket booths? 2. 2.Pick-up and Drop off sequence – who gets dropped off? Where? Buses dropping off teams, parents dropping off players, spectators being dropped off. Space Criteria Entry FUNCTION OF SPACE: Distribute Tickets ADJACENCIES TO OTHER SPACES: Home Team Grandstands OCCUPANCY: Drop-Off Area and Parking Entry Characteristics • Accessible • Allows for group gathering • Display merchandise • Secure field • Public art and identity Entry Questions / Answers Regarding the Salem Entry: 1 . How many ticket booths are needed? Two. 2. What is the pick-up and drop-off sequence? Who gets dropped off and where? Buses will be dropping off teams, parents will be dropping off players, and spectators will be dropped off. 3. What activities are visualized outside the gate? Spectators waiting for other spectators, raffles, ticket sales, and table seating. Bertram Field Improvements Phase 2 Criteria and Questions December 11, 2018 BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN26 FUNCTION OF SPACE: Care for Injured Players and Preparing Players for Games ADJACENCIES TO OTHER SPACES: Satellite Locker Rooms OCCUPANCY: 3 - 4 People First Aid / Training Facility Characteristics • 120 square feet • (2) treatment tables • Toilet facilities • Ice machine • EMT access • Cabinet storage • Visibility First Aid / Training Facility Bertram Field Improvements Phase 2 Criteria and Questions December 11, 2018 FUNCTION OF SPACE: Care for Injured Players and Preparing Players For Games ADJACENCIES TO OTHER SPACE: Satellite Locker Rooms OCCUPANCY: 3-4 People AREA : 120 Sq, Ft. First Aid/Training Facility Characteristics: Treatment Table (2) Toilet facilities Ice Machine EMT Access Cabinet Storage Visibility Questions Regarding First Aid/Training Facility 1.Will facility be used for Physical Therapy? No. 2.Will ice bath be used? No. Space Criteria First Aid / Training Facility Questions / Answers Regarding the Salem First Aid / Training Facility: 1 . Will the facility be used for Physical Therapy? No. 2. Will an ice bath be used? No. Bertram Field Improvements Phase 2 Criteria and Questions December 11, 2018 BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN 27The Bertram Field SiteBertram Field has a number of feature’s worth taking note of in analyzing the site. Those feature’s have been highlighted on the site plan to provide a basis of knowledge on how these feature’s impacted design choices.The property line of Bertram Field is noted in solid black.------------The extent of the new track is noted in dashed purple.The extent of the old track is noted in dashed green.The ridge edge is noted in solid red.The location of options is designed to fit in between the property line and existing ridge edge in order to preserve the landscape conditions present on site.PREVIOUSLY BLASTED AREAPROPERTY LINE AREAS UNDERNEGOTIATIONOVERALL SITE ANALYSISAPRIL 2, 2018 BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN28USABLE SPACE FOR EXTERIOR ACTIVITY AND INTERIOR DEVELOPMENTPREVIOUSLY BLASTED AREAENTRY STUDYAPRIL 2, 2018ACCESSIBLE PARKINGASSUMEDPROPERTY LINE& AREA UNDERNEGOTIATIONRIDGE EDGEBUSFIRE PUM P Bus: 40’ length 8’ widthFire Truck: 32’ length 8’ widthCURB RADIUS 25’TURNING RADIUS 42‘LANE WIDTH 17’EXISTING DRIVEWAY LIMITPREVIOUSLY BLASTED AREAProposedBuild AreaThe proposed build area is made up of an existing parking lot, and part of thelandscape next to the field.A new facilities building with locker rooms, ticket sales, concessions, and toilet rooms, as well as a fire lane and bus drop off adjacent to the new building is beingproposed.Entry StudyThe proposed parking plan includes a dropoff and turnaround adjacent to the building, including area for a fire lane, and accessible parking spaces near the facilities building.The dropoff would include:24’ - 60’ in center diameter60’ - 100’ in total diameter80’ available for fire pump spaceThe vehicle lane between to the drop off and accessible parking would be 12’ - 15’ wide. BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN 29CRITERIA SHEETS, SITE EVALUATION, & PRELIMINARY CONCEPTSSTAKEHOLDERS MEETINGS & PROPOSED OPTIONS BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN30 BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN 31 STAKEHOLDERS MEETINGS Two stakeholders meetings were held. The first introduced the project to interested parties, reviewed the criteria documentation, the preliminary program, and the site constraints. The second meeting presented four options relating to building layouts and locations. This meeting also included a site visit to the field prior to discussing the options. This section includes the minutes from those meetings and the associated graphics. BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN32 145 South Street, Third Floor, Boston, Massachusetts 02111 www.beaconarch.com | 617.357.7171 MEETING MINUTES Meeting Minutes No. 1 – Stakeholders Meeting Project Name: Bertram Field Improvements Phase 2 Project No.: 18-877 Project Location: Salem, Massachusetts Date: 4.11.2018 Attendees: ☒J. Michael Sullivan, Beacon ☒Thomas Lassy, Beacon ☒Jenna Ide – City of Salem ☒Paul L’Heureux – Salem School Department ☒Joe Candelaria – Salem Parks Department ☐Patricia O'Brien – Salem Parks Department ☐Scott Connolly– Athletics Director ☐Kristin Shaver - Salem School Department ☐Michael Lutrzykowski - City of Salem ☒Richard Stafford – Salem Track Coach ☐Jerry L. Ryan - Stakeholder ☐Matt Bouchard - Football Coach ☒Chris Burke - Park and Recreation Commission ☐Cliff Goodman - Bertuccio Neighbor ☒Eric Papetti - Bike Committee member ☒Wally Mielcarz ☐Gary Lavoie ☒Michelle Kiley - Resident ☐Dominick Pangallo – City of Salem ☐Cynthia Napierkowski – Music Director ☐Lt. Bob Preczewski – Salem Police ☒Captain Mark Losolfo – Salem Police ☐DC Gerry Giunta – Salem Fire ☒Lisa Peterson – Ward 3 Councilor ☐Dave Knowlton – City Councilor ☐Matt Smith – Director of Traffic & Parking ☐David Angeramo - Principal Salem HS ☒Diego Fellows – stakeholder ☐Ron Miano – Football Pop Warner ☐Michael Collins - Soccer Coach ☐Steve Szpak - Ward 3 Neighbor ☐Kelly Porter - Ward 3 Neighbor ☒Chris Cantone- Sustainability & Energy Board ☒Charles O'Donnell ☒Melissa Barnes ☒Shelly Bisegna – Salem Hospital ITEM DESCRIPTION DATE TO BE COMPLETED ACTION BY 01 This kick off meeting for the Bertram Field – Phase 2 focused on the following items; 1.Discussion of various goals and visions for the project 2.Discussion of Barrier Free Access improvements 3.Establishing working objects for the next meeting. On going ALL 02 BAA will be responsible for keeping meeting minutes On going ALL 03 Project should aim to meet universal design standards On going ALL 04 Project goal is for this to be a net zero energy project. •PVs can be included on site/buildings •Explore alternate option of expanded PV array On going ALL BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN 33 145 South Street, Third Floor, Boston, Massachusetts 02111 www.beaconarch.com | 617.357.7171 MEETING MINUTES 05 Existing Conditions •Site Constraints 1.Ledge 2.Property line 3.Existing structures (grandstands, ticket booths, field house, fencing) On Going INFO 06 Project/Construction Phasing •Goal is to keep field open and operational during construction •Due to demolition of existing facilities the field not be available for games but has potential for practices. •Phasing will be determined during the design process On Going BAA 07 Precedent Studies •Bryant University - 4,400 seats total •North Andover High School – 4,000 Seats total •Winchester High School – 1,200 Seats total •City of Framingham Bowditch Field – 3.500 Seats Total •Endicott College, Hempstead Stadium – 3,000 Seats total •Triton Memorial Field, Byfield, MA – 1,512 seats & Capacity for an additional standing room of up to 1,000 spectators. •Danvers High school – 2,600 Seats Total INFO 08 Design Considerations - Programming Ticketing: •Area after entry tends to get congested – design should aim to open area after ticketing. •Ticketing should be large enough for multiple staff members •Adjacent to other money taking operations for security •Separate sales and ticketing could streamline entry Concessions: •Estimates for warming kitchen and full kitchen •Management of kitchen – staff vs volunteers 1.Capacity for 8+ concession workers •Outdoor area for grills for cooking hot foods (included in warming kitchen option) •Adjacent to other money taking operations for security Public Toilets: •Code for public toilets require a significant amount of fixtures 1.Project will seek a variance •Considerations for future capacity Locker Rooms: •Officials lockers 1.Include shower •Home and visitors’ locker rooms 1.Toilet fixtures in locker room (3 toilets min) 2.Pegs and fixed benches with foot lockers area perimeter 3.Flexible seating provided (movable benches) On going BAA BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN34 145 South Street, Third Floor, Boston, Massachusetts 02111 www.beaconarch.com | 617.357.7171 MEETING MINUTES First Aid and Training: •Single shared facility for both teams •Adjacent to the home and visitor locker rooms Press Box: •Accessible access •Improve facilities for staff and possibilities •Heat & A/C – 3 season facilities •No need for use in winter months Entry: •Accessible •Area for use for congregating and boosters •Site constraints are major considerations •Player and spectator interaction is part of the experience •Provide access for emergency vehicles •Parking goal is to keep as many parking spaces as possible •Security cameras would be benefit for security •Pedestrian access to site for neighbors Booster and Merchandise Sales: •Exterior area on site •Storage area for tables Storage: •Maintenance equipment •Additional machinery •Entry to storage from track level would be beneficial 09 Schedule •Next meeting - TBD INFO We believe these minutes accurately reflect the discussion of this meeting. Please notify the author if there are any comments, corrections, or additions within three (3) days of receipt. Sincerely, BEACON ARCHITECTURAL ASSOCIATES Thomas Lassy, Job Captain Attached: site analysis and program BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN 35The Bertram Field SiteBertram Field has a number of feature’s worth taking note of in analyzing the site. Those feature’s have been highlighted on the site plan to provide a basis of knowledge on how these feature’s impacted design choices.The property line of Bertram Field is noted in solid black.The extent of the new track is noted in dashed purple.The extent of the old track is noted in dashed green.The ridge edge is noted in solid red.The location of options is designed to fit in between the property line and existing ridge edge in order to preserve the landscape conditions present on site.PREVIOUSLY BLASTED AREAPROPERTY LINE UNDER LAND SWAP AGREEMENTASSUMED PROPERTY LINEOVERALL SITE ANALYSISAPRIL 11, 2018 BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN36 NAME/LOCATION CAPACITY COST 1 Bryant Uni Beirne Stadium RI 4,400 (3,200‐seat permanent bleacher comprises the backdrop for the home side of the field, while 1,200 additional seats are available on the visitor's side.) 2 Lawrence High School Veterans Memorial Stadium Lawrence, MA 9,000 seats 3 Roxbury Memorial High School White Stadium Boston, MA 10,000 seats Constructed between 1945 and 1949 for a cost of $2 million 4 North Andover High School Track and Field North Andover, MA 4,000 seats 5 Winchester High School Field MA 1,200 seats 6 Town of Framingham Bowditch Field MA 2,600 seats 7 Endicott College Beverly, MA 3,000 seats 8 The Triton Regional High School Triton Memorial Field Byfield, MA The stadium will seat 1,512, with additional standing room that will increase capacity by approximately another 1,000 spectators. 9 Danvers High School MA 2,600 seats 10 Beverly High School Hurd Stadium MA The new stadium seating has been reduced from 5,000 to 2,000. There will no longer be any stands and what was the home side of the field. BertBertram Field, Salem, MA, Precedence Studies, 2018-03-06 BERTRAM FIELD, SALEM, MA, PRECEDENT STUDIES, 2018-03-06 BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN 37 Bryant University Beirne Stadium, MA, 4400 seats North Andover High School Track and field North Andover, MA, 4000 seats BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN38 Winchester High School Field MA,1200 seats Endicott College Beverly,MA, 3000 seats BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN 39 Danvers High School MA,2600 seats Beverly High School Hurd Stadium MA,after renovation 2000 seats BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN40 145 South Street, Third Floor, Boston, Massachusetts 02111 www.beaconarch.com | 617.357.7171 MEETING MINUTES Meeting Minutes No. 2 – Stakeholders Meeting Project Name: Bertram Field Improvements Phase 2 Project No.: 18-877 Project Location: Collins Middle School Salem, Massachusetts Date: May 9, 2018 Attendees: ☒J. Michael Sullivan – Beacon Architectural Associates ☒Jenna Ide – City of Salem ☒Paul L’Heureux – Salem School Department ☒Ryan Monks – Salem School Department ☐Joe Candelaria – Salem Parks Department ☐Patricia O'Brien – Salem Parks Department ☒Scott Connolly– Athletics Director ☐Kristin Shaver - Salem School Department ☐Michael Lutrzykowski - City of Salem ☒Richard Stafford – Salem Track Coach ☐Jerry L. Ryan - Stakeholder ☐Matt Bouchard - Football Coach ☐Chris Burke - Park and Recreation Commission ☐Cliff Goodman - Bertuccio Neighbor ☒Eric Papetti - Bike Committee member ☒Wally Mielcarz ☐Gary Lavoie ☐Michelle Kiley - Resident ☐Dominick Pangallo – City of Salem ☐Cynthia Napierkowski – Music Director ☐Lt. Bob Preczewski – Salem Police ☒Captain Mark Losolfo – Salem Police ☐DC Gerry Giunta – Salem Fire ☒Lisa Peterson – Ward 3 Councilor ☐Dave Knowlton – City Councilor ☐Nick Dunig – Acting Director of Traffic & Parking ☐David Angeramo - Principal Salem HS ☒Diego Fellows –Stakeholder ☒Ron Miano – Football Pop Warner ☐Michael Collins - Soccer Coach ☐Steve Szpak - Ward 3 Neighbor ☐Kelly Porter - Ward 3 Neighbor ☒Chris Cantone- Sustainability & Energy Board ☒Charles O'Donnell ☐Melissa Barnes ☐Shelly Bisegna – Salem Hospital 0BITEM 1BDESCRIPTION DATE TO BE COMPLETED 2BACTION BY 01 Introductions were made, and then the group took a field trip to Bertram Field. The tour focused on the approach to the field, and the critical locations such as the area behind the grandstands, the press box, the area east of the track, and the pedestrian’s plaza immediately in front of the field. BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN 41 145 South Street, Third Floor, Boston, Massachusetts 02111 www.beaconarch.com | 617.357.7171 MEETING MINUTES 02 The group returned to the Collins Cafeteria, to review the various options presented by the City and BAA and to discuss specific concerns. The specific concerns discussed included; •Parking •Security •Ledge Removal •Emergency Access •Storage 03 Parking •No net loss of spaces in the Collins Middle School Area. The project will reduce the parking in front of Bertram Field by 10 to 15 spaces. Other spaces will be found to replace and/or to add to the existing spaces. •Goal is to separate spectators/users walking to the field from vehicles. 04 Sustainability •Similar for all buildings •Goal is zero net energy and LEED certification 05 Security •Cameras will have proposed at strategic locations •Try to maintain good sight lines from the entry to the field. •The access from Bertuccio Ave. will be improved for security and emergency access. •Access from Bertuccio will be secured during games, and only used for emergency and occasional maintenance purposes 06 Ledge Removal •Ledge will be removed to expand access roads, building sites, and/or parking spaces. 07 Emergency Access •Fire pump trucks will access from the main entry, ambulances will access from both main entry and Bertuccio Ave. 08 Storage There are two different storage needs. 1.Athletic Field Equipment 2.Maintenance Equipment Portions of the area under the grandstands will be designated for equipment that is resistant to weather A storage enclosure will be in the north eastern portion of the site, with the Option 4 athletic changing facility. 09 The City and BAA presented four options for consideration, and looked to stakeholders for pros/cons and a consensus BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN42 145 South Street, Third Floor, Boston, Massachusetts 02111 www.beaconarch.com | 617.357.7171 MEETING MINUTES 10 Option 1- Development of the Southern Area Pros: •Less congestion in entrance Cons: •Very remote from entry, no visual connection •More expensive •Long utility lines •Ledge This is the least preferred option. 11 Option 2- Framing the Entry Pros: •Less utility lines •Good visibility •Confined construction area •Maintains grassy area on eastern side Cons: •Too congested •Requires significant ledge removal •Use of space immediately near field •Athletics/spectators circulation intersection •Construction phasing will be difficult because the facilities are so close together This option is the third preferred option. 12 Option 3- New Building in the Grandstand Pros: •Separates athletes and spectators •Enclosed elevator to press box •Landscape development of southern area for marching band •Improvement to area under the grandstand •Maintains grassy area on eastern side Cons: •Poor visibility to entry •Highest projected cost •Impact of existing grandstand seating This option is the second preferred option. 13 Option 4- Develop the Eastern Area Pros: •Excellent site lines to entry •Separates athletes and spectators •Keeps the entry plaza open •Emergency access to Bertuccio Ave. possible •Landscape development of southern area for marching band On going BAA BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN 43 145 South Street, Third Floor, Boston, Massachusetts 02111 www.beaconarch.com | 617.357.7171 MEETING MINUTES •Improvement to area under the grandstand Cons: •Impact of the javelin throwing area •Potential blasting •Impact of existing grandstand seating This option is the preferred option. 14 Next Steps •This project will be presented to the Park and Recreation Committee Tuesday, May 15th •A variance for relief from Plumbing Fixture requirements will begin. •The survey to be completed •Design team to develop Option 4 •Develop Alternative Report – Option 3 •Funding for next phase of design We believe these minutes accurately reflect the discussion of this meeting. Please notify the author if there are any comments, corrections, or additions within three (3) days of receipt. Sincerely, BEACON ARCHITECTURAL ASSOCIATES J. Michael Sullivan AIA< LEED AP BD+C Attached: Options 1,2,3 and 4 site plans BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN44 BUILDINGS & RAMPSPEDESTRIAN SURFACEAUTOMOBILE SURFACEGAME DAY PEDESTRIAN AREATOTAL SITE: 60,945 SQ. FT.AREA UNDER THE BLEACHERSPUBLIC AMENITIESSTORAGERAMP TO PRESS BOXATHLETIC CHANGING FACILITY BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN 45BUILDINGS & RAMPSPEDESTRIAN SURFACEAUTOMOBILE SURFACEGAME DAY PEDESTRIAN AREATOTAL SITE: 51,830 SQ. FT.AREA UNDER THE BLEACHERSPUBLIC AMENITIESSTORAGERAMP TO PRESS BOXATHLETIC CHANGING FACILITY BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN46 BUILDINGS & ELEVATORSPEDESTRIAN SURFACEAUTOMOBILE SURFACEGAME DAY PEDESTRIAN AREATOTAL SITE: 62,300 SQ. FT.AREA UNDER THE BLEACHERSPUBLIC AMENITIESSTORAGEATHLETIC CHANGING FACILITY & ELEVATOR TO PRESS BOX BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN 47BUILDINGS & RAMPSPEDESTRIAN SURFACEAUTOMOBILE SURFACEGAME DAY PEDESTRIAN AREATOTAL SITE: 53,503 SQ. FT.AREA UNDER THE BLEACHERSPUBLIC AMENITIESSTORAGERAMP TO PRESS BOXATHLETIC CHANGING FACILITYJAVELIN THROW AREA BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN50 BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN 51 PROGRAM BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN52 BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN 53 PROGRAM The program was derived by interviews with the user groups, coaches, and stakeholders to the operations and maintenance of Bertram Field. BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN54 BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN 55Space ProgramCity of Salem9/1/2018Population Existing S.F.Population Proposed S.F.NotesTicket Sales230Ticket Booth264Concessionsn/a06226Concessions Storagen/a0164Official's Room4200683Official's Sanitary ( changing room)175172Sheltered Arean/a0551Control Roomn/a038Electrical100114Janitor0167Men's Public Toliets7 Toilets22525 Toilets55716 provided, variance requiredWomen's Public Toilet5 Toilets 30049 Toilets129525 provided, variance requiredSheltered Arean/a0534930subtotal3765Home Team Locker Room70800780Home Team Sanitary3120146one changing room Visiting Team Locker Room70750755Visiting Team Sanitary3120146one changing room Home Coaches Room073Home Coaches Toilet & Sink049Visiting Coaches Room073Visiting Coaches Toilet & Sink1049First Aid026217902333Storage BuildingField & Sports Equipment Storage10227227(2) Camera Platforms120236Head Coach3076Visiting Coach3076Announcers3043Reporters043Entry w/ Limited Access Lift0375210849Existing Total2,9307,174Public Amenity BuildingAthletic BuildingPress BoxExistingNew Facilities703703Proposed Total11subtotal111111subtotal0Concessions BuildingPublic Amenity1subtotal1 BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN56 BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN 57PROGRAM SCHEMATIC DESIGN OF OPTION 4 & PARKING ANALYSIS BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN58 BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN 59 ATHLETIC CHANGING FACILITY CONCESSIONS STAND PRESS BOX PUBLIC AMENITY BUILDING BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN60 BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN48NSMC 166 SPACESBERTRAM FIELDEXISTING: 54 SPACESPROPOSED: 49 SPACESJACKSON STREET8 DESIGNATED SPACESCOLLINS MIDDLE SCHOOL40 SPACES42 SPACESCOLLINS PARKING TABULATIONDESIGNATED PARKING SPACES JACKSON STREET PARKING LOT 08 COLLINS MIDDLE SCHOOL 82 BERTRAM FIELD 54 JACKSON STREET PARKING 45 TOTAL: 189POTENTIAL PARKING SPACES JACKSON STREET PARKING 05 BERTRAM FIELD -05 TOTAL: 00JACKSON STREETPOWDER HOUSE FIRE LANEHIGHLAND AVENUECOLLINS FIRE LANE - NO PARKINGPARKING ANALYSIS12-13-2018CITY OF SALEM, MACOLLINS FIRE LANE - NO PARKING BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN 49PARKING ANALYSIS - PHOTOSCITY OF SALEM, MAJACKSON STREET PARKING LOTPHOTO 1JACKSON STREET PARKINGPHOTO 2COLLINS MIDDLE SCHOOL FIRE LANEPHOTO 3POWDER HOUSE LANE PARKINGPHOTO 4 BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN 61 COST ESTIMATE BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN62 Schematic Design Estimate BERTRAM FIELD IMPROVEMENTS PHASE II Salem, MA PM&C LLC Prepared for: 20 Downer Ave, Suite 1C Hingham, MA 02043 Beacon Architectural Associates (T) 781-740-8007 (F) 781-740-1012 July 18, 2018 BERTRAM FIELD IMPROVEMENTS PHASE II 18-Jul-18 Salem, MA Schematic Design Estimate MAIN CONSTRUCTION COST SUMMARY Construction Start Gross Floor Area $/sf Estimated Construction Cost SITE IMPROVEMENTS Jul-19 2,540 $368.23 $935,313 2,925 $323.32 $945,703 600 $519.85 $311,908 1,400 $70.00 $98,000 1 LS $200,000 $853,589 SUB-TOTAL 7,465 $448.03 $3,344,513 4.0% $133,781 10% $334,451 SUB-TOTAL 7,465 $510.75 $3,812,745 $266,892 Incl BONDS 1.00% $38,127 INSURANCE 1.40% $53,378 PERMIT Waived OH+ Profit 5% $208,557 TOTAL OF ALL CONSTRUCTION 7,465 $586.70 $4,379,699 GENERAL CONDITIONS GENERAL REQUIREMENTS CONCESSIONS PRESS BOX TO EXISTING GRANDSTAND CHANGING FACILITY TOILET BUILDING SITEWORK ESCALATION DESIGN AND PRICING CONTINGENCY METAL STORAGE SHED Bertram Field Estimate 7.18.18 Page 2 PMC - Project Management Cost BERTRAM FIELD IMPROVEMENTS PHASE II 18-Jul-18 Salem, MA Schematic Design Estimate ITEMS NOT CONSIDERED IN THIS ESTIMATE Items not included in this estimate are: Land acquisition, feasibility, and financing costs All professional fees and insurance Site or existing conditions surveys investigations costs, including to determine subsoil conditions All Furnishings, Fixtures and Equipment Items identified in the design as Not In Contract (NIC) Items identified in the design as by others Owner supplied and/or installed items as indicated in the estimate Utility company back charges, including work required off-site Work to City streets and sidewalks, (except as noted in this estimate) Construction contingency (GMP Contingency is included) Contaminated soils removal, other than defined The estimate is based on prevailing wage rates for construction in this market and represents a reasonable opinion of cost. It is not a prediction of the successful bid from a contractor as bids will vary due to fluctuating market conditions, errors and omissions, proprietary specifications, lack or surplus of bidders, perception of risk, etc. Consequently the estimate is expected to fall within the range of bids from a number of competitive contractors or subcontractors, however we do not warrant that bids or negotiated prices will not vary from the final construction cost estimate. This Schematic Design cost estimate was produced from drawings and narratives prepared by Beacon Architects Associates and their design team dated June 14, 2018. Design and engineering changes occurring subsequent to the issue of these documents have not been incorporated in this estimate. This estimate includes all direct construction costs, general contractor’s overhead, fee and design contingency. Cost escalation assumes start dates indicated. Bidding conditions are expected to be public bidding under Chapter 149 of the Massachusetts General Laws to pre-qualified general contractors, and pre-qualified sub-contractors, open specifications for materials and manufacturers. Bertram Field Estimate 7.18.18 Page 3 PMC - Project Management Cost BERTRAM FIELD 18-Jul-18 IMPROVEMENTS PHASE II Salem, MA Schematic Design Estimate CONSTRUCTION COST SUMMARY BUILDING SYSTEM TOILET CHANGING CONCESSIONS TOTAL SITE IMPROVEMENTS A10 FOUNDATIONS A1010 Standard Foundations $53,789 $116,283 $23,249 $193,321 A1020 Special Foundations A1030 Lowest Floor Construction $27,240 $31,494 $6,480 $65,214 B10 SUPERSTRUCTURE B1010 Upper Floor Construction B1020 Roof Construction $47,250 $54,060 $19,605 $120,915 B20 EXTERIOR CLOSURE B2010 Exterior Walls $131,946 $154,165 $85,960 $372,071 B2020 Windows $6,210 $31,710 $630 $38,550 B2030 Exterior Doors $15,240 $22,360 $11,580 $49,180 B30 ROOFING B3010 Roof Coverings $106,744 $124,940 $48,494 $280,178 B3020 Roof Openings C10 INTERIOR CONSTRUCTION C1010 Partitions $61,200 $63,470 $14,640 $139,310 C1020 Interior Doors $12,663 $4,221 $16,884 C1030 Specialties/Millwork $71,125 $39,391 $33,040 $143,556 C30 INTERIOR FINISHES C3010 Wall Finishes $9,394 $12,338 $4,270 $26,002 C3020 Floor Finishes $3,201 $3,201 $725 $7,127 C3030 Ceiling Finishes $14,374 $31,478 $7,314 $53,166 D10 CONVEYING SYSTEMS D1010 Elevator D13 SPECIAL CONSTRUCTION D1313 Special Construction D20 PLUMBING D20 Plumbing $209,800 $43,400 $21,700 $274,900 D30 HVAC D30 HVAC $88,900 $102,375 $18,000 $209,275 D40 FIRE PROTECTION D40 Fire Protection $0 $0 $0 $0 D50 ELECTRICAL D5000 Electrical Systems $88,900 $102,375 $12,000 $203,275 TOTAL DIRECT COST (Trade Costs)$935,313 $945,703 $311,908 $2,192,924 Bertram Field Estimate 7.18.18 Page 4 PMC - Project Management Cost BERTRAM FIELD 18-Jul-18 IMPROVEMENTS PHASE II Salem, MA Schematic Design Estimate GFA 2,540 CSI UNIT EST'D SUB TOTAL CODE DESCRIPTION QTY UNIT COST COST TOTAL COST TOILET BUILDING 1 GROSS FLOOR AREA CALCULATION 2 3 Toilet Building 2,540 4 5 TOTAL GROSS FLOOR AREA (GFA)2,540 sf 6 7 8 A10 FOUNDATIONS 9 10 A1010 STANDARD FOUNDATIONS 11 12 033000 CONCRETE 13 033000 Strip Footings to retaining wall; 3' wide x 12" deep 14 033000 Formwork 470 sf 12.00 5,640 15 033000 Re-bar 1,450 lbs. 1.32 1,914 16 033000 Concrete material; 3,000 psi 29 cy 132.00 3,828 17 033000 Placing concrete 29 cy 90.00 2,610 18 033000 Foundation wall; 16" thick 19 033000 Formwork 1,410 sf 14.00 19,740 20 033000 Re-bar 2,820 lbs. 1.32 3,722 21 033000 Concrete material; 3,000 psi 36 cy 132.00 4,752 22 033000 Placing concrete 36 cy 90.00 3,240 23 24 070001 WATERPROOFING, DAMPPROOFING AND CAULKING 25 070001 Dampproofing foundation wall and footing 1,410 sf 3.00 NR 26 27 072100 THERMAL INSULATION 28 072100 Insulation 1,410 sf 3.00 4,230 29 30 312000 EARTHWORK 31 Continuous footings 32 312000 Excavation 174 cy 10.00 1,740 33 312000 Store on site for reuse 174 cy 8.00 1,392 34 312000 Backfill with existing 109 cy 9.00 981 35 SUBTOTAL 53,789 36 37 A1020 SPECIAL FOUNDATIONS 38 No work in this section 39 SUBTOTAL 40 41 A1030 LOWEST FLOOR CONSTRUCTION 42 43 033000 CONCRETE 44 033000 New Slab on grade, 5" thick 45 033000 Rigid insulation 2,540 sf 2.25 5,715 46 033000 Vapor barrier 2,540 sf 1.00 2,540 47 033000 Mesh reinforcing 15% lap 2,921 sf 1.00 2,921 48 033000 Concrete - 5" thick; 4,000 psi 41 cy 125.00 5,125 49 033000 Placing concrete 41 cy 45.00 1,845 50 033000 Finishing and curing concrete 2,540 sf 1.50 3,810 51 033000 Control joints - saw cut 2,540 sf 0.10 254 52 53 312000 EARTHWORK 54 312000 Slab on grade 55 312000 Compacted gravel, 12"94 cy 40.00 3,760 56 312000 Compact existing sub-grade 2,540 sf 0.50 1,270 57 SUBTOTAL 27,240 58 59 TOTAL - FOUNDATIONS $81,029 60 61 62 B10 SUPERSTRUCTURE Bertram Field Estimate 7.18.18 Page 5 PMC - Project Management Cost BERTRAM FIELD 18-Jul-18 IMPROVEMENTS PHASE II Salem, MA Schematic Design Estimate GFA 2,540 CSI UNIT EST'D SUB TOTAL CODE DESCRIPTION QTY UNIT COST COST TOTAL COST TOILET BUILDING 63 64 B1020 ROOF CONSTRUCTION 65 66 061000 ROUGH CARPENTRY 67 61000 Engineered wood beams w/ steel posts 3,150 sf 15.00 47,250 68 SUBTOTAL 47,250 69 70 TOTAL - SUPERSTRUCTURE $47,250 71 72 73 B20 EXTERIOR CLOSURE 74 75 B2010 EXTERIOR WALLS 2,688 SF - 76 77 042000 MASONRY 78 040001 CMU, insulated, smooth face, 12", patterned/banding, reinforced 2,210 sf 35.00 77,350 79 040001 Premium for Hall of Fame Display 86 sf 20.00 1,720 80 040001 Premium for signage/graphics 2 loc 1,000.00 2,000 81 040001 CMU back up at metal panel, insulated, 12", reinforced 478 sf 28.00 13,384 82 83 052000 MISC. METALS 84 050001 Miscellaneous metals at CMU for lintels etc.2,688 sf 1.00 2,688 85 86 070001 WATERPROOFING, DAMPPROOFING AND CAULKING 87 070001 Air and vapor barrier 2,688 sf 5.00 NR 88 070001 AVB at window openings 63 lf 5.00 NR 89 070001 Miscellaneous sealants 2,688 sf 0.50 1,344 90 91 074200 WALL PANEL 92 074200 Insulated metal panel, Alucobond 478 sf 70.00 33,460 93 SUBTOTAL 131,946 94 95 B2020 WINDOWS 55 SF 96 97 061000 ROUGH CARPENTRY 98 061000 Wood blocking at openings 63 lf 11.00 693 99 100 070001 WATERPROOFING, DAMPPROOFING AND CAULKING 101 070001 Backer rod & double sealant 63 lf 9.00 567 102 103 080001 METAL WINDOWS 55 sf 104 080001 Clerestory 55 sf 90.00 4,950 105 SUBTOTAL 6,210 106 107 B2030 EXTERIOR DOORS 108 109 061000 ROUGH CARPENTRY 110 061000 Wood blocking at openings 102 lf 11.00 1,122 111 112 079200 JOINT SEALANTS 113 070001 Backer rod & double sealant 102 lf 9.00 918 114 115 081110 HOLLOW METAL 116 081113 HM door, frames and hardware - single 6 ea 2,000.00 12,000 117 118 090007 PAINTING 119 090007 Finish doors and frames 6 ea 200.00 1,200 120 SUBTOTAL 15,240 121 Bertram Field Estimate 7.18.18 Page 6 PMC - Project Management Cost BERTRAM FIELD 18-Jul-18 IMPROVEMENTS PHASE II Salem, MA Schematic Design Estimate GFA 2,540 CSI UNIT EST'D SUB TOTAL CODE DESCRIPTION QTY UNIT COST COST TOTAL COST TOILET BUILDING 122 TOTAL - EXTERIOR CLOSURE $153,396 123 124 125 B30 ROOFING 126 127 B3010 ROOF COVERINGS 128 129 070002 ROOFING AND FLASHING 130 Sloped roofing 131 070002 Standing seam metal roof, insulated panel w/ perforated underside 2,340 sf 30.00 70,200 132 070002 Membrane roof 810 sf 18.00 14,580 133 Miscellaneous Roofing 134 070002 Metal fascia 221 lf 40.00 8,840 135 070002 Roof edge 170 lf 22.00 3,740 136 061000 Wood blocking at roof edge 1,564 lf 6.00 9,384 137 SUBTOTAL 106,744 138 139 TOTAL - ROOFING $106,744 140 141 142 C10 INTERIOR CONSTRUCTION 143 144 C1010 PARTITIONS 145 146 042000 MASONRY 147 040001 6" CMU 380 sf 23.00 8,740 148 040001 6" CMU, double plumbing chase 960 sf 46.00 44,160 149 150 055000 MISCELLANEOUS METALS 151 050001 Seismic clips 58 ea 120.00 6,960 152 050001 Misc. metals to CMU 1,340 sf 1.00 1,340 153 SUBTOTAL 61,200 154 155 C1030 SPECIALTIES / MILLWORK 156 157 070001 WATERPROOFING, DAMPPROOFING AND CAULKING 158 070001 Miscellaneous sealants throughout building 2,540 sf 1.25 3,175 159 160 102110 TOILET COMPARTMENTS 161 102100 ADA 4 ea 1,800.00 7,200 162 102100 Standard 32 ea 1,400.00 44,800 163 102100 Urinal screen 8 ea 650.00 5,200 164 165 102800 TOILET ACCESSORIES 166 102800 Gang bathroom 2 rms 5,000.00 10,000 167 102800 Individual bathroom 1 rm 750.00 750 168 SUBTOTAL 71,125 169 170 TOTAL - INTERIOR CONSTRUCTION $132,325 171 172 173 C30 INTERIOR FINISHES 174 175 C3010 WALL FINISHES 176 177 090007 PAINTING 178 090007 Epoxy paint to CMU 5,368 sf 1.75 9,394 179 SUBTOTAL 9,394 180 181 C3020 FLOOR FINISHES 182 Bertram Field Estimate 7.18.18 Page 7 PMC - Project Management Cost BERTRAM FIELD 18-Jul-18 IMPROVEMENTS PHASE II Salem, MA Schematic Design Estimate GFA 2,540 CSI UNIT EST'D SUB TOTAL CODE DESCRIPTION QTY UNIT COST COST TOTAL COST TOILET BUILDING 183 033000 CONCRETE 184 033000 Sealed concrete 2,134 sf 1.50 3,201 185 SUBTOTAL 3,201 186 187 C3030 CEILING FINISHES 188 189 090007 PAINTING 190 090007 Paint to GWB ceilings 839 sf 1.00 839 191 090007 Paint to exposed structure 2,311 sf 1.50 3,467 192 193 092900 GYPSUM BOARD ASSEMBLIES 194 092900 GWB ceiling 839 sf 12.00 10,068 195 SUBTOTAL 14,374 196 197 TOTAL - INTERIOR FINISHES 26,969 198 199 D13 SPECIAL CONSTRUCTION 200 201 D1313 SPECIAL CONSTRUCTION 202 No work in this section 203 SUBTOTAL 204 205 TOTAL - SPECIAL CONSTRUCTION 206 207 D20 PLUMBING 208 209 D20 PLUMBING, GENERALLY 210 211 220000 PLUMBING 212 220000 Plumbing Fixtures & Specialties; includes all piping connections etc. 213 220000 Water closet 32 ea 3,200.00 102,400 214 220000 Water closet; handicap 5 ea 3,200.00 16,000 215 220000 Urinal 9 ea 3,100.00 27,900 216 220000 Lavatory; wall hung 20 ea 3,000.00 60,000 217 220000 Mechanical room sink 1 ea 3,500.00 3,500 218 SUBTOTAL 209,800 219 220 TOTAL - PLUMBING $209,800 221 222 223 D30 HVAC 224 225 D30 HVAC, GENERALLY 226 230000 HVAC allowance; VRF System 2,540 sf 35.00 88,900 227 SUBTOTAL 88,900 228 229 TOTAL - HVAC $88,900 230 231 D40 FIRE PROTECTION 232 233 D40 FIRE PROTECTION, GENERALLY 234 Fire Sprinkler system and misc accessories N.I.C. 235 SUBTOTAL - 236 237 TOTAL - FIRE PROTECTION 238 239 240 D50 ELECTRICAL 241 242 260000 ELECTRICAL 243 260000 Electrical systems allowance 2,540 sf 35.00 88,900 Bertram Field Estimate 7.18.18 Page 8 PMC - Project Management Cost BERTRAM FIELD 18-Jul-18 IMPROVEMENTS PHASE II Salem, MA Schematic Design Estimate GFA 2,540 CSI UNIT EST'D SUB TOTAL CODE DESCRIPTION QTY UNIT COST COST TOTAL COST TOILET BUILDING 244 260000 SUBTOTAL 88,900 245 246 TOTAL - ELECTRICAL $88,900 247 Bertram Field Estimate 7.18.18 Page 9 PMC - Project Management Cost BERTRAM FIELD 18-Jul-18 IMPROVEMENTS PHASE II Salem, MA Schematic Design Estimate GFA 2,925 CSI UNIT EST'D SUB TOTAL CODE DESCRIPTION QTY UNIT COST COST TOTAL COST CHANGING FACILITY 1 GROSS FLOOR AREA CALCULATION 2 3 Athletic Changing Facility 2,925 4 5 TOTAL GROSS FLOOR AREA (GFA)2,925 sf 6 7 8 A10 FOUNDATIONS 9 10 A1010 STANDARD FOUNDATIONS 11 12 033000 CONCRETE 13 033000 Strip Footings to retaining wall; 3' wide x 12" deep 14 033000 Formwork 520 sf 12.00 6,240 15 033000 Re-bar 1,600 lbs. 1.32 2,112 16 033000 Concrete material; 3,000 psi 32 cy 132.00 4,224 17 033000 Placing concrete 32 cy 90.00 2,880 18 033000 Foundation wall; 16" thick 19 033000 Formwork 1,260 sf 14.00 17,640 20 033000 Re-bar 2,520 lbs. 1.32 3,326 21 033000 Concrete material; 3,000 psi 33 cy 132.00 4,356 22 033000 Placing concrete 33 cy 90.00 2,970 23 033000 Retaining wall; 16" thick 24 033000 Formwork 1,400 sf 16.00 22,400 25 033000 Re-bar 2,800 lbs. 1.32 3,696 26 033000 Concrete material; 3,000 psi 36 cy 132.00 4,752 27 033000 Placing concrete 36 cy 90.00 3,240 28 033000 Strip Footings to exterior retaining wall; 3' wide x 12" deep 29 033000 Formwork 50 sf 12.00 600 30 033000 Re-bar 150 lbs. 1.32 198 31 033000 Concrete material; 3,000 psi 3 cy 132.00 396 32 033000 Placing concrete 3 cy 90.00 270 33 033000 Retaining wall; 16" thick 34 033000 Formwork 600 sf 16.00 9,600 35 033000 Re-bar 1,200 lbs. 1.32 1,584 36 033000 Concrete material; 3,000 psi 16 cy 132.00 2,112 37 033000 Placing concrete 16 cy 90.00 1,440 38 033000 Premium for formwork at exposed face 300 sf 10.00 3,000 39 40 070001 WATERPROOFING, DAMPPROOFING AND CAULKING 41 070001 Dampproofing foundation wall and footing 2,110 sf 3.00 NR 42 070001 Waterproofing at retaining wall and footing 800 sf 7.00 5,600 43 44 072100 THERMAL INSULATION 45 072100 Insulation 2,110 sf 3.00 6,330 46 47 312000 EARTHWORK 48 Continuous footings 49 312000 Excavation 311 cy 10.00 3,110 50 312000 Store on site for reuse 311 cy 8.00 2,488 51 312000 Backfill with existing 191 cy 9.00 1,719 52 SUBTOTAL 116,283 53 54 A1020 SPECIAL FOUNDATIONS 55 No work in this section 56 SUBTOTAL 57 58 A1030 LOWEST FLOOR CONSTRUCTION 59 60 033000 CONCRETE 61 033000 New Slab on grade, 5" thick 62 033000 Rigid insulation 2,925 sf 2.25 6,581 63 033000 Vapor barrier 2,925 sf 1.00 2,925 Bertram Field Estimate 7.18.18 Page 10 PMC - Project Management Cost BERTRAM FIELD 18-Jul-18 IMPROVEMENTS PHASE II Salem, MA Schematic Design Estimate GFA 2,925 CSI UNIT EST'D SUB TOTAL CODE DESCRIPTION QTY UNIT COST COST TOTAL COST CHANGING FACILITY 64 033000 Mesh reinforcing 15% lap 3,364 sf 1.00 3,364 65 033000 Concrete - 5" thick; 4,000 psi 48 cy 125.00 6,000 66 033000 Placing concrete 48 cy 45.00 2,160 67 033000 Finishing and curing concrete 2,925 sf 1.50 4,388 68 033000 Control joints - saw cut 2,925 sf 0.10 293 69 70 312000 EARTHWORK 71 312000 Slab on grade 72 312000 Compacted gravel, 12"108 cy 40.00 4,320 73 312000 Compact existing sub-grade 2,925 sf 0.50 1,463 74 SUBTOTAL 31,494 75 76 TOTAL - FOUNDATIONS $147,777 77 78 79 B10 SUPERSTRUCTURE 80 81 B1020 ROOF CONSTRUCTION 82 83 061000 ROUGH CARPENTRY 84 61000 Engineered wood beams w/ steel posts 3,604 sf 15.00 54,060 85 SUBTOTAL 54,060 86 87 TOTAL - SUPERSTRUCTURE $54,060 88 89 90 B20 EXTERIOR CLOSURE 91 92 B2010 EXTERIOR WALLS 2,830 SF - 93 94 042000 MASONRY 95 040001 CMU, insulated, smooth face, 12", patterned/banding, reinforced 2,050 sf 35.00 71,750 96 040001 CMU back up at metal panel, insulated, 12", reinforced 780 sf 28.00 21,840 97 98 052000 MISC. METALS 99 050001 Miscellaneous metals at CMU for lintels etc.2,830 sf 1.50 4,245 100 101 070001 WATERPROOFING, DAMPPROOFING AND CAULKING 102 070001 Air and vapor barrier 2,830 sf 5.00 NR 103 070001 AVB at window openings 63 lf 5.00 315 104 070001 Miscellaneous sealants 2,830 sf 0.50 1,415 105 106 074200 WALL PANEL 107 074200 Insulated metal panel, Alucobond 780 sf 70.00 54,600 108 SUBTOTAL 154,165 109 110 B2020 WINDOWS 180 SF 111 112 061000 ROUGH CARPENTRY 113 061000 Wood blocking at openings 63 lf 11.00 693 114 115 070001 WATERPROOFING, DAMPPROOFING AND CAULKING 116 070001 Backer rod & double sealant 63 lf 9.00 567 117 118 080001 METAL WINDOWS 180 sf 119 080001 Windows 180 sf 90.00 16,200 120 080001 Premium for operable opening 57 ea 250.00 14,250 121 SUBTOTAL 31,710 122 Bertram Field Estimate 7.18.18 Page 11 PMC - Project Management Cost BERTRAM FIELD 18-Jul-18 IMPROVEMENTS PHASE II Salem, MA Schematic Design Estimate GFA 2,925 CSI UNIT EST'D SUB TOTAL CODE DESCRIPTION QTY UNIT COST COST TOTAL COST CHANGING FACILITY 123 B2030 EXTERIOR DOORS 124 125 061000 ROUGH CARPENTRY 126 061000 Wood blocking at openings 144 lf 11.00 1,584 127 128 079200 JOINT SEALANTS 129 070001 Backer rod & double sealant 144 lf 9.00 1,296 130 131 081110 HOLLOW METAL 132 081113 HM door, frames and hardware - single 7 ea 2,000.00 14,000 133 134 083300 OVERHEAD DOORS 135 083400 OH coiling door, 8' x 8'-6"1 ea 4,080.00 4,080 136 137 090007 PAINTING 138 090007 Finish doors and frames 7 ea 200.00 1,400 139 SUBTOTAL 22,360 140 141 TOTAL - EXTERIOR CLOSURE $208,235 142 143 144 B30 ROOFING 145 146 B3010 ROOF COVERINGS 147 148 070002 ROOFING AND FLASHING 149 Sloped roofing 150 070002 Standing seam metal roof, insulated panel w/ perforated underside 2,829 sf 30.00 84,870 151 070002 Membrane roof 775 sf 18.00 13,950 152 Miscellaneous Roofing 153 070002 Metal fascia 250 lf 40.00 10,000 154 070002 Roof edge 220 lf 22.00 4,840 155 061000 Wood blocking at roof edge 1,880 lf 6.00 11,280 156 SUBTOTAL 124,940 157 158 TOTAL - ROOFING $124,940 159 160 161 C10 INTERIOR CONSTRUCTION 162 163 C1010 PARTITIONS 164 165 042000 MASONRY 166 040001 6" CMU 1,860 sf 23.00 42,780 167 040001 6" CMU, double plumbing chase 250 sf 46.00 11,500 168 169 055000 MISCELLANEOUS METALS 170 050001 Seismic clips 59 ea 120.00 7,080 171 050001 Misc. metals to CMU 2,110 sf 1.00 2,110 172 SUBTOTAL 63,470 173 174 C1020 INTERIOR DOORS 175 176 061000 ROUGH CARPENTRY 177 061000 Wood blocking at openings 102 lf 4.00 408 178 179 070001 WATERPROOFING, DAMPPROOFING AND CAULKING 180 070001 Backer rod & double sealant 102 lf 2.50 255 181 182 081110 DOORS AND FRAMES 183 081113 Door, frame and hardware 6 ea 1,800.00 10,800 Bertram Field Estimate 7.18.18 Page 12 PMC - Project Management Cost BERTRAM FIELD 18-Jul-18 IMPROVEMENTS PHASE II Salem, MA Schematic Design Estimate GFA 2,925 CSI UNIT EST'D SUB TOTAL CODE DESCRIPTION QTY UNIT COST COST TOTAL COST CHANGING FACILITY 184 185 090007 PAINTING 186 090007 Finish doors and frames 6 ea 200.00 1,200 187 SUBTOTAL 12,663 188 189 C1030 SPECIALTIES / MILLWORK 190 191 064020 INTERIOR ARCHITECTURAL WOODWORK 192 064100 Locker room benches 175 lf 90.00 15,750 193 064100 Wood trim w/ coat hooks 175 lf 15.00 2,625 194 195 196 070001 WATERPROOFING, DAMPPROOFING AND CAULKING 197 070001 Miscellaneous sealants throughout building 2,925 sf 1.25 3,656 198 199 101100 VISUAL DISPLAY SURFACES 200 101100 Marker boards 72 sf 20.00 1,440 201 202 101400 SIGNAGE 203 101400 Room Signs 6 loc 120.00 720 204 205 102110 TOILET COMPARTMENTS 206 102100 ADA 2 ea 1,800.00 3,600 207 102100 Standard 2 ea 1,400.00 2,800 208 102100 Urinal screen 2 ea 650.00 1,300 209 210 102800 TOILET ACCESSORIES 211 102800 Gang bathroom 2 rms 3,000.00 6,000 212 102800 Individual bathroom 2 rm 750.00 1,500 213 SUBTOTAL 39,391 214 215 TOTAL - INTERIOR CONSTRUCTION $115,524 216 217 218 C30 INTERIOR FINISHES 219 220 C3010 WALL FINISHES 221 222 090007 PAINTING 223 090007 Epoxy paint to CMU 7,050 sf 1.75 12,338 224 SUBTOTAL 12,338 225 226 C3020 FLOOR FINISHES 227 228 033000 CONCRETE 229 033000 Sealed concrete 2,134 sf 1.50 3,201 230 SUBTOTAL 3,201 231 232 C3030 CEILING FINISHES 233 234 090007 PAINTING 235 090007 Paint to GWB ceilings 2,351 sf 1.00 2,351 236 090007 Paint to exposed structure - soffit 610 sf 1.50 915 237 238 092900 GYPSUM BOARD ASSEMBLIES 239 092900 GWB ceiling 2,351 sf 12.00 28,212 240 SUBTOTAL 31,478 241 242 TOTAL - INTERIOR FINISHES 47,017 243 244 D20 PLUMBING 245 Bertram Field Estimate 7.18.18 Page 13 PMC - Project Management Cost BERTRAM FIELD 18-Jul-18 IMPROVEMENTS PHASE II Salem, MA Schematic Design Estimate GFA 2,925 CSI UNIT EST'D SUB TOTAL CODE DESCRIPTION QTY UNIT COST COST TOTAL COST CHANGING FACILITY 246 D20 PLUMBING, GENERALLY 247 248 220000 PLUMBING 249 220000 Plumbing Fixtures & Specialties; includes all piping connections etc. 250 220000 Water closet 2 ea 3,200.00 6,400 251 220000 Water closet; handicap 4 ea 3,200.00 12,800 252 220000 Urinal 2 ea 3,100.00 6,200 253 220000 Lavatory; wall hung 6 ea 3,000.00 18,000 254 SUBTOTAL 43,400 255 256 TOTAL - PLUMBING $43,400 257 258 259 D30 HVAC 260 261 D30 HVAC, GENERALLY 262 230000 HVAC allowance; VRF System 2,925 sf 35.00 102,375 263 SUBTOTAL 102,375 264 265 TOTAL - HVAC $102,375 266 267 D40 FIRE PROTECTION 268 269 D40 FIRE PROTECTION, GENERALLY 270 Fire Sprinkler system and misc accessories N.I.C. 271 SUBTOTAL - 272 273 TOTAL - FIRE PROTECTION 274 275 276 D50 ELECTRICAL 277 278 260000 ELECTRICAL 279 260000 Electrical systems allowance 2,925 sf 35.00 102,375 280 260000 SUBTOTAL 102,375 281 282 TOTAL - ELECTRICAL $102,375 Bertram Field Estimate 7.18.18 Page 14 PMC - Project Management Cost BERTRAM FIELD 18-Jul-18 IMPROVEMENTS PHASE II Salem, MA Schematic Design Estimate GFA 600 CSI UNIT EST'D SUB TOTAL CODE DESCRIPTION QTY UNIT COST COST TOTAL COST CONCESSIONS 1 GROSS FLOOR AREA CALCULATION 2 3 Concessions 600 4 5 TOTAL GROSS FLOOR AREA (GFA)600 sf 6 7 8 A10 FOUNDATIONS 9 10 A1010 STANDARD FOUNDATIONS 11 12 033000 CONCRETE 13 033000 Strip Footings to retaining wall; 3' wide x 12" deep 14 033000 Formwork 212 sf 12.00 2,544 15 033000 Re-bar 650 lbs. 1.32 858 16 033000 Concrete material; 3,000 psi 13 cy 132.00 1,716 17 033000 Placing concrete 13 cy 90.00 1,170 18 033000 Foundation wall; 16" thick 19 033000 Formwork 636 sf 14.00 8,904 20 033000 Re-bar 1,272 lbs. 1.32 1,679 21 033000 Concrete material; 3,000 psi 16 cy 132.00 2,112 22 033000 Placing concrete 16 cy 90.00 1,440 23 24 070001 WATERPROOFING, DAMPPROOFING AND CAULKING 25 070001 Dampproofing foundation wall and footing 318 sf 3.00 NR 26 27 072100 THERMAL INSULATION 28 072100 Insulation 318 sf 3.00 954 29 30 312000 EARTHWORK 31 Continuous footings 32 312000 Excavation 79 cy 10.00 790 33 312000 Store on site for reuse 79 cy 8.00 632 34 312000 Backfill with existing 50 cy 9.00 450 35 SUBTOTAL 23,249 36 37 A1020 SPECIAL FOUNDATIONS 38 No work in this section 39 SUBTOTAL 40 41 A1030 LOWEST FLOOR CONSTRUCTION 42 43 033000 CONCRETE 44 033000 New Slab on grade, 5" thick 45 033000 Rigid insulation 600 sf 2.25 1,350 46 033000 Vapor barrier 600 sf 1.00 600 47 033000 Mesh reinforcing 15% lap 690 sf 1.00 690 48 033000 Concrete - 5" thick; 4,000 psi 10 cy 125.00 1,250 49 033000 Placing concrete 10 cy 45.00 450 50 033000 Finishing and curing concrete 600 sf 1.50 900 51 033000 Control joints - saw cut 600 sf 0.10 60 52 53 312000 EARTHWORK 54 312000 Slab on grade 55 312000 Compacted gravel, 12"22 cy 40.00 880 56 312000 Compact existing sub-grade 600 sf 0.50 300 57 SUBTOTAL 6,480 58 59 TOTAL - FOUNDATIONS $29,729 60 61 62 B10 SUPERSTRUCTURE Bertram Field Estimate 7.18.18 Page 15 PMC - Project Management Cost BERTRAM FIELD 18-Jul-18 IMPROVEMENTS PHASE II Salem, MA Schematic Design Estimate GFA 600 CSI UNIT EST'D SUB TOTAL CODE DESCRIPTION QTY UNIT COST COST TOTAL COST CONCESSIONS 63 64 B1020 ROOF CONSTRUCTION 65 66 061000 ROUGH CARPENTRY 67 61000 Engineered wood beams w/ steel posts 1,307 sf 15.00 19,605 68 SUBTOTAL 19,605 69 70 TOTAL - SUPERSTRUCTURE $19,605 71 72 73 B20 EXTERIOR CLOSURE 74 75 B2010 EXTERIOR WALLS 1,360 SF - 76 77 042000 MASONRY 78 040001 CMU, insulated, smooth face, 12", patterned/banding, reinforced 1,060 sf 35.00 37,100 79 040001 CMU back up at metal panel, insulated, 12", reinforced 300 sf 28.00 8,400 80 040001 Brick and backup at columns 360 sf 45.00 16,200 81 82 052000 MISC. METALS 83 050001 Miscellaneous metals at CMU for lintels etc.1,720 sf 1.50 2,580 84 85 070001 WATERPROOFING, DAMPPROOFING AND CAULKING 86 070001 Air and vapor barrier 1,360 sf 5.00 NR 87 070001 AVB at window openings 9 lf 5.00 NR 88 070001 Miscellaneous sealants 1,360 sf 0.50 680 89 90 074200 WALL PANEL 91 074200 Insulated metal panel, Alucobond 300 sf 70.00 21,000 92 SUBTOTAL 85,960 93 94 B2020 WINDOWS 5 SF 95 96 061000 ROUGH CARPENTRY 97 061000 Wood blocking at openings 9 lf 11.00 99 98 99 070001 WATERPROOFING, DAMPPROOFING AND CAULKING 100 070001 Backer rod & double sealant 9 lf 9.00 81 101 102 080001 METAL WINDOWS 5 sf 103 080001 Windows 5 sf 90.00 450 104 SUBTOTAL 630 105 106 B2030 EXTERIOR DOORS 107 108 061000 ROUGH CARPENTRY 109 061000 Wood blocking at openings 51 lf 11.00 561 110 111 079200 JOINT SEALANTS 112 070001 Backer rod & double sealant 51 lf 9.00 459 113 114 081110 HOLLOW METAL 115 081113 HM door, frames and hardware - single 3 ea 2,000.00 6,000 116 117 083300 OVERHEAD DOORS 118 083400 OH coiling counter doors, 6' x 3'-4"1 ea 1,188.00 1,188 119 083400 OH coiling counter doors, 14' x 3'-4"1 ea 2,772.00 2,772 120 121 090007 PAINTING 122 090007 Finish doors and frames 3 ea 200.00 600 Bertram Field Estimate 7.18.18 Page 16 PMC - Project Management Cost BERTRAM FIELD 18-Jul-18 IMPROVEMENTS PHASE II Salem, MA Schematic Design Estimate GFA 600 CSI UNIT EST'D SUB TOTAL CODE DESCRIPTION QTY UNIT COST COST TOTAL COST CONCESSIONS 123 SUBTOTAL 11,580 124 125 TOTAL - EXTERIOR CLOSURE $98,170 126 127 128 B30 ROOFING 129 130 B3010 ROOF COVERINGS 131 132 070002 ROOFING AND FLASHING 133 Sloped roofing 134 070002 Standing seam metal roof, insulated panel w/ perforated underside 855 sf 30.00 25,650 135 070002 Membrane roof 452 sf 18.00 8,136 136 Miscellaneous Roofing 137 070002 Metal fascia 145 lf 40.00 5,800 138 070002 Roof edge 118 lf 22.00 2,596 139 061000 Wood blocking at roof edge 1,052 lf 6.00 6,312 140 SUBTOTAL 48,494 141 142 TOTAL - ROOFING $48,494 143 144 145 C10 INTERIOR CONSTRUCTION 146 147 C1010 PARTITIONS 148 149 042000 MASONRY 150 040001 6" CMU 540 sf 23.00 12,420 151 152 055000 MISCELLANEOUS METALS 153 050001 Seismic clips 14 ea 120.00 1,680 154 050001 Misc. metals to CMU 540 sf 1.00 540 155 SUBTOTAL 14,640 156 157 C1020 INTERIOR DOORS 158 159 061000 ROUGH CARPENTRY 160 061000 Wood blocking at openings 34 lf 4.00 136 161 162 070001 WATERPROOFING, DAMPPROOFING AND CAULKING 163 070001 Backer rod & double sealant 34 lf 2.50 85 164 165 081110 DOORS AND FRAMES 166 081113 Door, frame and hardware 2 ea 1,800.00 3,600 167 168 090007 PAINTING 169 090007 Finish doors and frames 2 ea 200.00 400 170 SUBTOTAL 4,221 171 172 C1030 SPECIALTIES / MILLWORK 173 174 064020 INTERIOR ARCHITECTURAL WOODWORK 175 064100 Base cabinet and countertop in Officials 5 lf 380.00 1,900 176 064100 16" wide stainless steel shelving, assume 5 rows 24 lf 300.00 7,200 177 064100 Stainless steel counter 33 lf 300.00 9,900 178 064100 Stainless steel counter, exterior 33 lf 300.00 9,900 179 180 070001 WATERPROOFING, DAMPPROOFING AND CAULKING 181 070001 Miscellaneous sealants throughout building 600 sf 1.25 750 182 Bertram Field Estimate 7.18.18 Page 17 PMC - Project Management Cost BERTRAM FIELD 18-Jul-18 IMPROVEMENTS PHASE II Salem, MA Schematic Design Estimate GFA 600 CSI UNIT EST'D SUB TOTAL CODE DESCRIPTION QTY UNIT COST COST TOTAL COST CONCESSIONS 183 101400 SIGNAGE 184 101400 Room Signs 2 loc 120.00 240 185 186 102800 TOILET ACCESSORIES 187 102800 Individual bathroom 1 rm 750.00 750 188 189 105000 LOCKERS 190 105000 Full height lockers at custodian office; single tier - 15" x 12" 6 ea 400.00 2,400 191 SUBTOTAL 33,040 192 193 TOTAL - INTERIOR CONSTRUCTION $51,901 194 195 196 C30 INTERIOR FINISHES 197 198 C3010 WALL FINISHES 199 200 090007 PAINTING 201 090007 Epoxy paint to CMU 2,440 sf 1.75 4,270 202 SUBTOTAL 4,270 203 204 C3020 FLOOR FINISHES 205 206 033000 CONCRETE 207 033000 Sealed concrete 483 sf 1.50 725 208 SUBTOTAL 725 209 210 C3030 CEILING FINISHES 211 212 090007 PAINTING 213 090007 Paint to GWB ceilings 483 sf 1.00 483 214 090007 Paint to exposed structure - soffit 690 sf 1.50 1,035 215 216 092900 GYPSUM BOARD ASSEMBLIES 217 092900 GWB ceiling 483 sf 12.00 5,796 218 SUBTOTAL 7,314 219 220 TOTAL - INTERIOR FINISHES 12,309 221 222 D20 PLUMBING 223 224 D20 PLUMBING, GENERALLY 225 226 220000 PLUMBING 227 220000 Plumbing Fixtures & Specialties 228 220000 Water closet 1 ea 3,200.00 3,200 229 220000 Lavatory; wall hung 1 ea 3,200.00 3,200 230 220000 Shower 1 ea 4,500.00 4,500 231 220000 Stainless steel sink 3 ea 3,600.00 10,800 232 SUBTOTAL 21,700 233 234 TOTAL - PLUMBING $21,700 235 236 237 D30 HVAC 238 239 D30 HVAC, GENERALLY 240 230000 HVAC allowance; VRF System 600 sf 30.00 18,000 241 SUBTOTAL 18,000 242 243 TOTAL - HVAC $18,000 Bertram Field Estimate 7.18.18 Page 18 PMC - Project Management Cost BERTRAM FIELD 18-Jul-18 IMPROVEMENTS PHASE II Salem, MA Schematic Design Estimate GFA 600 CSI UNIT EST'D SUB TOTAL CODE DESCRIPTION QTY UNIT COST COST TOTAL COST CONCESSIONS 244 245 D40 FIRE PROTECTION 246 247 D40 FIRE PROTECTION, GENERALLY 248 Fire Sprinkler system and misc accessories N.I.C. 249 SUBTOTAL - 250 251 TOTAL - FIRE PROTECTION 252 253 254 D50 ELECTRICAL 255 256 260000 ELECTRICAL 257 260000 Electrical systems allowance 600 sf 20.00 12,000 258 260000 SUBTOTAL 12,000 259 TOTAL - ELECTRICAL $12,000 Bertram Field Estimate 7.18.18 Page 19 PMC - Project Management Cost BERTRAM FIELD IMPROVEMENTS PHASE II Salem, MA Schematic Design Estimate CSI UNIT EST'D SUB TOTAL CODE DESCRIPTION QTY UNIT COST COST TOTAL COST SITEWORK 1 2 G SITEWORK 3 4 G10 SITE PREPARATION & DEMOLITION 5 6 311000 SITE PREPARATION & DEMOLITION 7 311000 Site construction fence/barricades 8 311000 Construction gates 9 311000 Construction entrance 10 311000 Saw cut and remove paving 33,300 sf 1.00 33,300 11 312000 Demolish existing Field House 3,325 sf 8.00 26,600 12 13 312000 EARTH MOVING 14 Site Earthwork 15 312000 Cut/Fill, assume balanced 1,356 cy 12.00 16,272 16 312000 Rock removal allowance 1 ls 50,000.00 50,000 17 312000 Fine grading 3,744 sy 1.00 3,744 18 Hazardous Waste Remediation 19 Dispose/treat contaminated soils/water NIC 20 SUBTOTAL 129,916 21 22 G20 SITE IMPROVEMENTS 23 24 BITUMINOUS PAVING 25 Asphalt Paving 14,200 sf 26 320000 gravel base; 12" thick 526 cy 38.80 20,409 27 320000 asphalt; 4.5" thick 1,578 sy 27.00 42,606 28 320000 premium for High Solar Reflective Index 16,424 sf 1.00 16,424 29 320000 Widen existing access road 1,000 sf 10.00 10,000 30 320000 31 320000 CONCRETE PAVING 32 320000 Concrete Paving 33 320000 gravel base; 8" thick 484 cy 38.80 18,779 34 320000 concrete; 4" thick 19,500 sf 6.50 126,750 35 36 CURBING 37 320000 Granite curb 700 lf 38.00 26,600 38 320000 HC curb cuts 1 loc 1,500.00 1,500 39 40 PAVEMENT MARKINGS 41 320000 Road markings 1 ls 2,500.00 2,500 42 320000 Single solid lines, 4" thick 49 space 25.00 1,225 43 320000 Wheelchair Parking 2 space 75.00 150 44 45 323000 46 323000 SITE IMPROVEMENTS 47 323000 Ticket booth 1 ea 15,000.00 15,000 48 323000 Field fence - assume existing ETR 49 323000 Fence at ticket booth 105 lf 60.00 6,300 50 323000 Gate, double 1 pr 1,600.00 1,600 51 323000 New 20' NSMC service gate 1 pr 3,500.00 3,500 52 323000 New 20' BAA service gate 1 pr 3,500.00 3,500 53 54 329200 TURF AND GRASSES 55 Lawn 56 329000 Topsoil - Import new topsoil; Av 6"37 cy 90.00 3,330 57 329000 Loam and seed 2,000 sf 0.30 600 58 329000 Tree 11 ea 1,200.00 13,200 59 SUBTOTAL 313,973 60 61 G30 CIVIL MECHANICAL UTILITIES 62 63 WATER UTILITIES Bertram Field Estimate 7.18.18 Page 20 PMC - Project Management Cost BERTRAM FIELD IMPROVEMENTS PHASE II Salem, MA Schematic Design Estimate CSI UNIT EST'D SUB TOTAL CODE DESCRIPTION QTY UNIT COST COST TOTAL COST SITEWORK 64 331000 Water to Toilet building 200 lf 120.00 24,000 65 331000 Water to Changing building 560 lf 150.00 84,000 66 331000 Water to Concessions building 200 lf 120.00 24,000 67 68 SANITARY SEWERAGE UTILITIES 69 331000 Sanitary to Toilet building 200 lf 90.00 18,000 70 331000 Sanitary to Changing building 560 lf 120.00 67,200 71 331000 Sanitary to Concessions building 200 lf 90.00 18,000 72 73 334000 STORM DRAINAGE UTILITIES 74 334000 New storm drainage systems 33,700 sf 3.00 101,100 75 334000 76 334000 Gas service - excavation and backfill only 77 334000 Gas to Toilet building 200 lf 22.00 4,400 78 334000 Gas to Changing building 560 lf 60.00 33,600 79 334000 Gas to Concessions building 200 lf 22.00 4,400 80 334000 Gas service by Utility 81 SUBTOTAL 378,700 82 83 G40 ELECTRICAL UTILITIES 84 260000 Utility company charges (allow) By Owner 85 260000 Connect to existing riser pole, Toilet building 1 ea 2,000.00 2,000 86 260000 Connect to existing riser pole, Changing 1 ea 10,000.00 10,000 87 260000 Connect to existing riser pole, Concessions 1 ea 2,000.00 2,000 88 260000 Connect to existing riser pole, Pressbox 1 ea 2,000.00 2,000 89 260000 Site lighting allowance 1 ea 15,000.00 15,000 90 SUBTOTAL 31,000 91 TOTAL - SITE DEVELOPMENT $853,589 Bertram Field Estimate 7.18.18 Page 21 PMC - Project Management Cost BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN 63COST ESTIMATEAPPENDIX BERTRAM FIELD PHASE 2 RENOVATION SCHEMATIC DESIGN64 145 South Street, Third Floor, Boston, Massachusetts 02111 www.beaconarch.com | 617.357.7171 MEETING MINUTES Meeting Minutes No. 1 Project Name: Bertram Field improvements phase 2 Project No.: 18-877 Project Location: Salem, Massachusetts Date: 5-15--2018 Attendees: ☒ J. Michael Sullivan, Beacon ☒ Jenna Ide – City of Salem ☒ Michael E. Lutrzykowski – City of Salem Building Inspector ☒ Michael Guida – Plumbing Inspector, City of Salem ☒ Paul L’Heureux – Salem School Department ☒ Ryan Monks – Salem School Department The purpose of the meeting was to review the plumbing and toilet design proposed for the improvements to Bertram Field, Salem Massachusetts. Beacon Architectural reviewed the existing, code requirements, and the proposed toilet fixture count. See attached programming information. All parties agreed that a variance should be applied for. Michael Guida offered to write a letter supporting the variance. Beacon will apply for the variance as soon as possible. We believe these minutes accurately reflect the discussion of this meeting. Please notify the author if there are any comments, corrections, or additions within three (3) days of receipt. Sincerely, BEACON ARCHITECTURAL ASSOCIATES J. Michael Sullivan Attached: Space Criteria for Public Toilets Bertram Field Improvements Phase 2 Criteria and Questions March 5, 2018 BAA# 18-677 1 Space Criteria Public Toilets • Baby Changing Station • Universal Accessibility • Water efficient fixtures • Waste Water • Indoor Air Quality Toilet Fixture Calculation based on a 5,000-seat grandstand ( existing). Toilet Requirements based on 5,000 Spectators 2,500 men and 2,500 women Fixture Existing Code Ratio Code Requirement Recommendations with Variance Men's Toilets 3 1 per 60 13 7 Men's Lavatories 6 1 per 150 17 9 Men's Urinals 4 50% of toilets 13 7 Women's Toilets 5 1 per 30 49 25 Women's Lavatories 6 1 per 150 17 9 The Commonwealth of Massachusetts Plumbing Code 248 CMR for A-5, Stadium occupancies requires toilets at 1:30 females and 1:60 males for the first 2,000 occupants, above 2,000 the fixture ratios increase to 1:100 women and 1:200 men. Men’s Toilet/urinal Calculation occupants Code Ratio Code Requirement 1000 60 16.67 1500 200 7.50 total 2,500 24.17 Bertram Field Improvements Phase 2 Criteria and Questions March 5, 2018 BAA# 18-677 2 women Toilet Calculation occupants Code Ratio Code Requirement 1000 30 33.33 1500 100 15.00 total 2,500 48.33 Based on a 4,000-seat grand stand : Toilet Requirements based on 4,000 Spectators 2,000 men and 2,000 women Fixture Existing Code Ratio Code Requirement Recommendations with Variance (50%) Men's Toilets 3 1 per 60 12 6 Men's Lavatories 6 1 per 150 8 4 Men's Urinals 4 50% of toilets 10 5 Women's Toilets 5 1 per 30 44 22 Women's Lavatories 6 1 per 150 8 8 Men’s Toilet/urinal Calculation occupants Code Ratio Code Requirement 1000 60 16.67 1000 200 5.00 total 2,000 21.67 women Toilet Calculation occupants Code Ratio Code Requirement 1000 30 33.33 1000 100 10.00 total 2,000 43.33 Project Goal:SilverY + ?Y:66Project Tracking:GoldY?Y?NN01001Integrative ProcessRequirements/EligibilityNotes11c1Integrative ProcessIdentify opportunities to achieve synergies across building systems and disciplines, throughout the design process. Perform simple-box energy modeling and water budget analysis in schematic design.Perform analysis during SD.088016Location and TransportationRequirements/EligibilityNotes1616c1LEED for Neighborhood Development LocationLocate project in a LEED ND location.Site is not in a LEED ND location.11c2Sensitive Land ProtectionLocate development footprint on previously developed land.Locate development away from farmland, floodplains, priority habitat, water bodies and wetlands.Land is previously developed.22c3High Priority SiteLocate development in a historic district or in an area with priority designation (1 pt), or on a brownfield (2 pt).Site is not in a historic district or on a brownfield.235c4Surrounding Density and Diverse UsesLocate project on a site whose surrounding existing density within a 1/4-mile radius meets requirements. (2-3 pt)Locate project within 1/2-mile of 4-8 diverse uses. (1-2 pt)325c5Access to Quality TransitLocate project within 1/4-mile of bus network or within 1/2 mile of rapid transit network.2 bus routes nearby. Need to determine if daily trips are frequent enough.11c6Bicycle FacilitiesProvide bike storage and shower facilities for users and locate project within 200 yards of a bicycle network.A bike network is planned near the site.11c7Reduced Parking FootprintDo not exceed code requirements for parking capacity.Provide a parking capacity reduction 20% below base ratios.Provide preferred parking for carpools for 5% of total spaces.11c8Green VehiclesDesignate 5% of all parking spaces as preferred for green vehicles.Provide EV charging or alternative fueling in 2% of parking spaces, in addition to preferred parking.064010Sustainable SitesRequirements/EligibilityNotesYReqp1Construction Activity Pollution PreventionImplement erosion & sedimentation control plan that conforms to EPA CGP.11c1Site AssessmentComplete a site assessment the surveys topography, hydrology, climate, vegetation, soils, human use & health effects.22c2Site Development - Protect or Restore HabitatRestore 30% of the previously developed portion of the site.Provide financial support to a land or conservation trust equivalent to at $0.40/sf site area.11c3Open Space30% of site area must be pedestrian- or recreation-focused open space. 25% of open space area must be vegetated (turf grass does not count).Consider garden of some sort to meet 25% requirement.213c4Rainwater ManagementUse LID to manage runoff onsite to 95th percentile (2 pt) or 98th percentile (3 pt).112c5Heat Island ReductionMeet minimum SRI requirements for all hardscape. (2 pt)Place 75% of parking under cover. (1 pt)11c6Light Pollution ReductionSelect site lighting that meets minimum BUG ratings.Field lighting is not exempted.RDK Engineers, an NV5 CompanyLEED v4 for BD+C: New Construction and Major Renovation04/18/18Salem, MABertram Field 056011Water EfficiencyRequirements/EligibilityNotesYReqp1Outdoor Water Use ReductionDo not install permanent irrigation, or reduce the landscape water requirement by 30% from calculated baseline.Must be achieved from plantings alone.YReqp2Indoor Water Use ReductionReduce aggregate water consumption by 20% from the baseline.Toilets, urinals and showerheads must be WaterSense labeled.YReqp3Building-Level Water MeteringInstall permanent whole-building & grounds water meter to measure consumption monthly & annually.Share whole-project water usage for 5 years.112c1Outdoor Water Use ReductionDo not install permanent irrigation, or reduce the landscape water requirement by 50% from calculated baseline.336c2Indoor Water Use Reduction1 point for every additional 5% reduction above prerequisite.22c3Cooling Tower Water UseConduct one-time potable water analysis to measure 5 identified parameters.Limit cooling tower cycles to avoid exceeding maximum parameter concentrations.No cooling tower anticipated.11c4Water MeteringInstall permanent water meters for two or more subsystems.Consider meters for irrigation & potable water use.02211033Energy and AtmosphereRequirements/EligibilityNotesYReqp1Fundamental Commissioning and VerificationHire CxA to perform fundamental commisioning activities.YReqp2Minimum Energy PerformanceDemonstrate 5% energy cost improvement compared with the 90.1-2010 Appendix G baseline building.Current building code is IECC 2015YReqp3Building-Level Energy MeteringInstall meters (utility meters are acceptable) that track building-level energy consumption.Share whole-project energy use with USGBC for 5 years.YReqp4Fundamental Refrigerant ManagementDo not use CFCs in HVAC or refrigeration.426c1Enhanced CommissioningHire independent CxA to perform enhanced commissioning activities.Three scopes of work: enhanced, monitoring-based and envelope.12618c2Optimize Energy Performance1 point for 6% energy cost improvement and increased points above that.Project has NZE goal.11c3Advanced Energy MeteringInstall permanent networked meters that track both consumption and demand hourly for all whole-building energy sources and any end use that represents 10% or more of the total annual consumption of the building.22c4Demand ResponseParticipate in qualifying utility DR program, or install equipment for eventual participation for DR program.33c5Renewable Energy ProductionInstall onsite renewable systems to meet a percentage of annual energy costs.Community solar is acceptable if a contract is signed for 10 years.Project has NZE goal.11c6Enhanced Refrigerant ManagementOnly use refrigerants that have ODP = 0 and GWP < 50.22c7Green Power and Carbon OffsetsPurchase carbon offsets or RECs to meet a percentage of annual energy costs.049013Materials and ResourcesRequirements/EligibilityNotesYReqp1Storage and Collection of RecyclablesProvide dedicated areas accessible to occupants and waste haulers for collection and storage of recyclables.YReqp2Construction and Demolition Waste Management PlanningDevelop and implement a construction and demolition waste management plan. Establish waste diversion goals for the project and describe divesion strategies.55c1Building Life-Cycle Impact ReductionRenovate historic building or reuse blighted building. (5 pt)Perform whole-building life cycle assessment and achieve 10% reduction compared to baseline building. (3 pt)112c2BPDO - Environmental Product DeclarationsUse at least 20 products from 5 manufacturers that meet disclosure criteria. (1 pt)Use products that comply with listed criteria for 50% by cost of all products on the project. (1 pt)112c3BPDO - Sourcing of Raw MaterialsUse at least 20 products from 5 manufacturers that publicly report raw material suppliers. (1 pt)Use products that comply with listed criteria for 25% by cost of all products on the project. (1 pt)22c4BPDO - Material Ingredients Use at least 20 products from 5 manufacturers that demonstrate chemical inventory to at least 1000 ppm. (1 pt)Use products that comply with listed criteria for 25% by cost of all products on the project. (1 pt)22c5Construction and Demolition Waste Management Divert 50% of materials and 3 material streams (1 pt) or divert 75% and four streams (2 pt) 0106016Indoor Environmental QualityRequirements/EligibilityNotesYReqp1Minimum Indoor Air Quality PerformanceMeet the requirements of ASHRAE Standard 62.1-2010.Provide outdoor air AFMS that alarms when OA varies by 15% or more from the setpoint.YReqp2Environmental Tobacco Smoke ControlProhibit smoking inside the building and within 25ft of entries, windows and air intakes. Include signage.22c1Enhanced Indoor Air Quality StrategiesInstall permanent entryway systems >10ft long at all regularly used exterior entrances.Negatively pressurize any spaces that may contain hazardous chemicals or gases, and provide self-closing doors and deck-to-deck partitions or a hard-lid ceiling.Provide MERV 13 filters on all ventilation systems.Monitor CO2 concentration in all densely occupied spaces.33c2Low-Emitting MaterialsMeet VOC level requirements paints, adhesives/sealants, flooring, ceilings & walls, and furniture.11c3Construction Indoor Air Quality Management PlanDevelop an IAQ management plan that addresses material storage, HVAC systems, and tobacco use.22c4Indoor Air Quality AssessmentPerform flush-out prior to occupancy or during occupancy.Conduct baseline IAQ testing after construction and before occupancy.11c5Thermal ComfortProvide personal thermal comfort controls for all building occupants, and design project to meet requirements of ASHRAE 55.-2010.112c6Interior LightingProvide individual lighting controls for occupants. (1 pt)Meet requirements for lighting quality. (1 pt)33c7DaylightPerform simulation to analyse spatial daylight autonomy.11c8Quality ViewsAchieve a direct line of sight to the outdoors for 75% of regularly occupied building floor area.11c9Acoustic PerformanceMeet requirements, as applicable, for HVAC background noise, sound isolation, reverberation time, and sound reinforcement and masking.Acoustic engineer required to confirm compliance.06006InnovationRequirements/EligibilityNotes11c1Innovation 11c2Innovation 11c3Innovation 11c4Innovation 11c5Innovation 11c6LEED Accredited ProfessionalHave a LEED AP work on the project.04204Regional PriorityRequirements/EligibilityNotes11c1Renewable Energy Productionpoint threshold: 211c2Optimize Energy Performancepoint threshold: 8113Building Life-Cycle Impact Reductionpoint threshold: 211c4Rainwater Managementpoint threshold: 211c5Cooling Tower Water Usepoint threshold: 211c6Indoor Water Use Reductionpoint threshold: 2066460110TOTALSCertified: 40 to 49 points, Silver: 50 to 59 points, Gold: 60 to 79 points, Platinum: 80 to 110 Can be achieved by pursuing Pilot credits, Innovation credits or by earning Exemplary Performance on project credits.Determine innovation strategies to pursue. 70 Fargo Street | Boston, MA 02210 | www.NV5.com | Office 617.345.9885 | Fax 617.345.4226 CONSTRUCTION QUALITY ASSURANCE - INFRASTRUCTURE - ENERGY - PROGRAM MANAGEMENT - ENVIRONMENTAL MEMORANDUM Date: June 11, 2018 To: J. M. Sullivan (BAA) From: V. Rybl (RDK/NV5) Subject: Captain John Bertram Field – LEED Discovery Phase Summary Project No.: 20180118.00 The City of Salem (Owner) is interested in pursuing LEED certification for the new athletic facilities at Captain John Bertram Field. RDK Engineers, an NV5 Company (RDK/NV5) has been contracted by the project architect, Beacon Architectural Associates (BAA) to facilitate the LEED “Discovery Phase” of the project. RDK/NV5 has met with BAA and Owner’s team to identify sustainability targets for the project, establish LEED certification goals and to create a plan for achieving LEED certification. RDK/NV5’s analysis of a path to LEED certification is based on the architectural schematic design (SD) site plan and enlarged building drawings, dated May 23, 2018. The project consists of a changing facility, concession stand, toilet building and press box totaling approximately 5,300 square feet (sf) of interior floor area. The project has a net-zero annual energy use (NZE) goal. This goal may be achieved through installation of a high-efficiency electric HVAC system to reduce energy demands and a solar PV system to provide onsite generation. The project has a goal of LEED Gold certification, which requires the project to achieve between 60 and 79 points. It is RDK/NV5’s recommendation that the project pursue certification under LEED for Building Design and Construction, version 4 (LEED v4 BD+C). The BD+C rating system is designed for new construction projects and addresses the environmental impact of building design, site design and construction activities. Due to the decentralized nature of the project and multiple buildings onsite, the project should consider pursuing LEED certification through a Campus approach. The table below summarizes the results of RDK/NV5’s analysis with the expected number of points in each LEED credit category that would need to be captured to achieve Gold certification. A detailed LEED scorecard, including specific prerequisite and credit requirements, is provided with this memorandum. CONSTRUCTION QUALITY ASSURANCE - INFRASTRUCTURE - ENERGY - PROGRAM MANAGEMENT - ENVIRONMENTAL Category Design Features Yes Maybe No Integrative Process Project will perform early-stage energy modeling and water budget analysis to establish goals. 1 0 0 Location and Transportation Project is located in dense suburban area with some access to nearby services via public transit and bicycle networks. 7 9 0 Sustainable Sites Project will utilize high-SRI* hardscape and LID** rainwater management strategies. 7 3 0 Water Efficiency Project will utilize high-efficiency interior fixtures and will plant native species to reduce irrigation water use. 4 5 2 Energy and Atmosphere Project has NZE goal and will pursue enhanced commissioning tasks. 26 5 1 Materials and Resources Project will reduce material life-cycle impact and will divert construction waste from landfill. 4 9 0 Indoor Environmental Quality Project will reduce interior VOC*** content, provide mechanical ventilation and adequate lighting. 9 7 0 Innovation Project will pursue green building innovation strategies. 6 0 0 Regional Priority Project will attempt credits that address regional environmental issues. 4 1 1 Total 68 39 4 * Solar Reflectance Index ** Low-Impact Development ***Volatile Organic Compound At this time, Gold certification remains an attainable goal for the Bertram Field project. The majority of points will result from achieving NZE. Further study is required to determine how building material selections and site design will impact the certification. RDK/NV5 recommends pursuing a minimum of 70 points to allow for potential point losses as part of the LEED review process. RDK/NV5 recommends performing energy modeling to determine the project’s annual energy consumption and to further evaluate the feasibility of achieving NZE. As the design progresses it is critical to continue to engage all trades within the design team to ensure that LEED prerequisite and credit requirements are being met. SCHEMATIC DESIGN MECHANICAL BASIS OF DESIGN Bertram Field Improvements Phase 2 Salem, Massachusetts June 1, 2018 Table of Contents Section 1 Introduction and Project Overview 2 Plumbing Systems 3 HVAC Systems 1 Introduction and Project Overview A. Introduction This document describes the mechanical systems concepts for Bertram Field located in Grafton, Massachusetts. This Schematic Design Narrative is prepared by Weston & Sampson Engineers, Inc. and shall be used in conjunction with the Architectural, Civil, Electrical, and Structural documents. B. Narrative Overview This narrative is a schematic level basis of design for the planning of the improvements for the Bertram Field facility located in Salem, Massachusetts. This document includes existing information and anticipated scope for the project as understood at the Schematic Design level. This document addresses systems to 10 feet outside the building. It does not address site utilities (civil engineering), surface layout and finishes, grading, planting and irrigation. C. General All systems will be designed in accordance with the Massachusetts State Building Code 9th edition (including the 2015 International Energy Conservation Code mandatory as of January 1, 2018) and any local regulations. This Basis of Design document is based upon the floor plans developed by Beacon Architects. 2 Plumbing Systems General · Provide new domestic water service. Domestic water service shall be extended from the city water main and enter the toilet building. A domestic water booster pump will be required if available water pressure cannot support the demand for the three buildings. · Provide new backflow preventer, water meter, and remote meter reader. Water meter and remote reader manufacturer and model number to be coordinated with the City Water Department. · New domestic cold, hot, and hot water return piping system will be provided throughout the buildings. Isolation and drain valves shall be provided at the base of each riser. · Domestic hot water shall be generated via electric hot water heaters. Each building shall feature its own electric hot water heater and distribution piping. · Domestic water connections will be provided to all fixtures and equipment as required. · 120-degree F water shall be delivered throughout each building. Water temperature at lavatories and showers shall be limited to a maximum 110 degrees F. · Sanitary waste and vent branch connections will be provided for all plumbing fixtures. All toilet room waste/vent stacks must be coordinated to avoid exposed waste piping at the finished ceiling. · Vent stacks shall start at the lowest level and exit the facility at the highest point of elevation. · A single sanitary main will collect all sanitary waste stacks, exit the facility at the lowest level and discharge into City sanitary collection system. Any drains that cannot drain by gravity to the City system will be drained to a sewage ejector and pumped to the building sanitary drainage system. · Floor drains shall be provided with automatic trap priming devices. Drains shall be provided in the following areas: Toilet rooms, Changing rooms. · Condensate discharge from HVAC equipment will be provided. · Rain leaders / conductors to be provided as required. Domestic Water Piping · Domestic water piping shall be hard copper tube, Type L, ASTM B88 with pressure fittings. Sanitary and Vent Piping · Aboveground, soil and waste piping NPS 4 (DN 100) and smaller shall be hubless cast-iron soil pipe and fittings; heavy-duty shielded, stainless-steel couplings; and hubless-coupling joints. · Aboveground, soil and waste piping NPS 5 (DN 125) and larger shall be hubless cast- iron soil pipe and fittings; heavy-duty shielded, stainless-steel couplings; and hubless-coupling joints. · Underground, soil, waste, and vent piping NPS 4 (DN 100) and smaller shall be service class, cast-iron soil piping; gaskets; and gasketed joints. · Underground, soil and waste piping NPS 5 (DN 125) and larger shall be service class, cast-iron soil piping; gaskets; and compression joints. · Aboveground sanitary-sewage force mains NPS 2-1/2 to NPS 6 (DN 65 to DN 150) shall be steel pipe, pressure fittings, and threaded joints. Storm Water Piping · Aboveground, storm water piping NPS 4 (DN 100) and smaller shall be hubless cast- iron soil pipe and fittings; heavy-duty shielded, stainless-steel couplings; and hubless-coupling joints. · Aboveground, storm water piping NPS 5 (DN 125) and larger shall be hubless cast- iron soil pipe and fittings; heavy-duty shielded, stainless-steel couplings; and hubless-coupling joints. · Underground, storm water piping NPS 4 (DN 100) and smaller shall be service class, cast-iron soil piping; gaskets; and gasketed joints. · Underground, storm water piping NPS 5 (DN 125) and larger shall be service class, cast-iron soil piping; gaskets; and compression joints. · Aboveground storm water force mains NPS 2-1/2 to NPS 6 (DN 65 to DN 150) shall be steel pipe, pressure fittings, and threaded joints. Domestic Water Heaters · Electric hot water heater. · Acceptable Manufacturers: PVI, EEMAX, Chronomite. · Piping distribution loop to include circulator, air separator, and expansion tank. Valves · Valves rated for and suitable for system temperature and pressures involved. Domestic water pipes valves shall be: · Size 2” and Less - Two-Piece, Copper-Alloy Ball Valves: Brass or bronze body with full-port, chrome-plated bronze ball; PTFE or TFE seats; and 600-psig (4140-kPa) minimum CWP rating and blowout-proof stem. · Size 2-1/2” and Larger - Two Type 2, Class 125, 150, 200, Bronze Gate Valves: Bronze body with rising stem and bronze solid wedge and union-ring bonnet. System Service Valve Type Domestic Water Shutoff Up to 2” Ball 2½” and Larger Gate Hot Water Recirculation Balancing Calibrated Plug Valve (Circuit Setter) Natural gas NPS 2 and smaller Shutoff 2 piece full-port bronze ball valve with bronze trim Natural gas larger than NPS 2 Shutoff Cast iron lubricated plug valve 3 HVAC Systems General: Ventilation Requirements will be in accordance with IMC-2015, ASHARE 621. and IECC-2015 as amended by 780 CMR 13. The minimum ventilation requirements are as follows: Space Classification OA CFM/Person OA CFM/SF Exhaust CFM/SF Changing Rooms 0.25 Toilet Rooms 50/70 per fixture Press Box 5 0.06 Training First Aid 5 0.06 High Efficiency Multizone Heat Pump System: High efficiency multizone heat pumps shall serve each building for both heating and cooling. Each room shall feature its own dedicated indoor unit. A wall mounted, recessed ceiling cassette or floor standing cabinet heater will be provided as required based on room configurations. The recommended configuration will be to locate the outdoor units on the roof of each building. These units shall be piped to the individual indoor evaporators located in the respective spaces. Low ambient condensers shall not be required as field buildings shall not be operational during winter months, the set point temperature during this period shall be 50°F (condensers shall not provide heat when temperatures are below -4°f, and will supply 65% capacity at 0°F). Toilet Building: The Men’s and Women’s restrooms will be provided heating and cooling by a high efficiency multizone split system. The restrooms shall be ventilated by an energy recovery ventilator capable of supplying 1,150 cfm to the Women’s restroom and 850 cfm to the Men’s restroom. The ERV-1 shall be equipped with packaged-dx cooling and electric heating coil to treat the incoming out door air. The restrooms shall also be equipped with wall mount indoor evaporator units and multizone outdoor condensing unit to offset building losses. ERV-1 shall be controlled via occupancy senor. Changing Facility: The changing facility shall be provided space heating and cooling by a high efficiency multizone split system. Each area shall be provided a wall mount indoor evaporator. The changing room building shall be ventilated by an energy recovery ventilator (ERV-2). ERV-2 shall be capable of exhausting 835 cfm. The energy recovery ventilator shall be controlled via occupancy sensor and shall run post occupancy for 120 min (adj.). Storage room shall be ventilated with a small exhaust fan, exhaust fan shall run continuously (50 cfm). Concessions Building: The concessions building shall be heated and cooled by a high efficiency multizone split system. The officials room, storage room 2, concessions, and toilet area shall be ventilated by an ERV-5 capable of providing 200 cfm. ERV-5 shall be controlled via occupancy sensor and shall run for an additional 60 min post occupancy. Press Box: The press box shall be heated and cooled by a high efficiency split system. The press box shall feature an indoor evaporator. The press box shall be heated to 50°(adj) during unoccupied winter months. Project Name:Bertram Field Project Number:2180180 Comment: 5/31/2018 12:00:00 AM Table of Contents Quotation .......................................................................................1 Manually Inserted By Distributor Unit Quantities .......................................................................................2 System Images .......................................................................................3 Centralized System - 1, Concession Centralized System - 1, Mens Room Centralized System - 1, Womens Room Centralized System - 1, Changing Facility - Visitor Centralized System - 1, Changing Facility - Home Centralized System - 1, Press Box Equipment Detailed Schedules .......................................................................................4 Outdoor Unit Schedules Indoor Unit Schedules Lossnay Unit Schedules BC Controller Schedules Input/Output Device Schedules Equipment Submittals .......................................................................................5 Manually Attached Via Compile Project Documents Function Quantities Qty Model Description Price 16 stock controller Wireless remote controller Included with Indoor Unit 1 PAC-YT53CRAU-J Simple MA controller 2 PZ-43SMF-E Lossnay 1 MXZ-3C24NA2-U1 R410A MXZ Series Outdoor Unit 1 MXZ-3C30NA2-U1 R410A MXZ Series Outdoor Unit 1 MXZ-8C48NA-U1 R410A MXZ Series Outdoor Unit 2 MXZ-5C42NA2-U1 R410A MXZ Series Outdoor Unit 1 PUZ-A12NKA7 R410A P Series Outdoor Unit 1 MSZ-GL09NA-U1 Wall mounted type Indoor Unit 4 MSZ-GL06NA-U1 Wall mounted type Indoor Unit 6 MSZ-GL15NA-U1 Wall mounted type Indoor Unit 3 MSZ-GL18NA-U1 Wall mounted type Indoor Unit 2 MSZ-GL12NA-U1 Wall mounted type Indoor Unit 1 PKA-A12HA7 Wall mounted type Indoor Unit 1 LGH-F1200RX5-E1 Lossnay 1 LGH-F300RX5-E1 Lossnay 1 PAC-SC51KUA-J Power Supply 6 PAC-SC51KUA-J Power Supply Unit 1 ERV-1 PremiSys Unit 1 PAC-MKA31BC Branch Box Refrigerant Piping Materials Pipe Size (inch)Total Length (feet) Number of Bends 1/4 0 0 3/8 0 0 1/2 0 0 5/8 0 0 5/31/2018 12:00:00 AM Centralized System - 1 : Concession Piping Diagram Image (Design View) 5/31/2018 12:00:00 AM Centralized System - 1 : Concession Piping Diagram Image(Piping View) 5/31/2018 12:00:00 AM Centralized System - 1 : Mens Room Piping Diagram Image (Design View) 5/31/2018 12:00:00 AM Centralized System - 1 : Mens Room Piping Diagram Image(Piping View) 5/31/2018 12:00:00 AM Centralized System - 1 : Womens Room Piping Diagram Image (Design View) 5/31/2018 12:00:00 AM Centralized System - 1 : Womens Room Piping Diagram Image(Piping View) 5/31/2018 12:00:00 AM Centralized System - 1 : Changing Facility - Visitor Piping Diagram Image (Design View) 5/31/2018 12:00:00 AM Centralized System - 1 : Changing Facility - Visitor Piping Diagram Image(Piping View) 5/31/2018 12:00:00 AM Centralized System - 1 : Changing Facility - Home Piping Diagram Image (Design View) 5/31/2018 12:00:00 AM Centralized System - 1 : Changing Facility - Home Piping Diagram Image(Piping View) 5/31/2018 12:00:00 AM Centralized System - 1 : Press Box Piping Diagram Image (Design View) 5/31/2018 12:00:00 AM Centralized System - 1 : Press Box Piping Diagram Image(Piping View) Concession Mens Room Womens Room Changing Facility - Visitor Changing Facility - Home Press Box ODU-A1 ODU-B1 ODU-C1 ODU-D1 ODU-E1 ODU-F1 M-Net Address N/A N/A N/A N/A N/A N/A Model Number MXZ-3C24NA2-U1 MXZ-3C30NA2-U1 MXZ-8C48NA-U1 MXZ-5C42NA2-U1 MXZ-5C42NA2-U1 PUZ-A12NKA7 Modules Nominal Cooling Capacity (BTU/h) 22,000.0 28,400.0 48,000.0 40,500.0 40,500.0 12,000.0 Nominal Heating Capacity (BTU/h) 25,000.0 28,600.0 54,000.0 45,000.0 45,000.0 14,000.0 Cooling Efficiency IEER/EER [SEER] [20(Non-Ducted), 18(Mix), 16(Ducted)] [19(Non-Ducted), 17.6(Mix), 16.2(Ducted)] [18.8999996185303] [19.7(Non-Ducted), 17.5(Mix), 15.2(Ducted)] [19.7(Non-Ducted), 17.5(Mix), 15.2(Ducted)] [20.8] Heating COP @ 47°F [HSPF] [9.8(Non-Ducted), 9.5(Mix), 9.2(Ducted)] [10.6(Non-Ducted), 10.1(Mix), 9.6(Ducted)] [11.4] [10.3(Non-Ducted), 9.7(Mix), 9.1(Ducted)] [10.3(Non-Ducted), 9.7(Mix), 9.1(Ducted)] [10.2] Nom System Connected Capacity (% of NOM) 87.5%100.0% 112.5% 114.3%114.3% 100.0% Design Cooling Outdoor Temp DB (°F) 91.0 91.0 91.0 91.0 91.0 91.0 Design Heating Outdoor Temp WB (°F) 5.0 5.0 5.0 5.0 5.0 5.0 Max Pipe Length from BC or 1st Joint (feet) 0.0 0.0 0.0 0.0 0.0 0.0 Refrig Pipe Dim High/Low Pressure (inch) (See Note 4)1/4 / 1/2 1/4 / 3/8 3/8 / 5/8 0 / 0 0 / 0 1/4 / 1/2 Corrected Cooling Total Capacity (BTU/h) 22,354.4 28,857.6 48,940.2 41,152.5 41,152.5 12,279.0 Corrected Heating Capacity (BTU/h) 10,898.6 12,468.0 30,663.9 19,617.5 19,617.5 8,726.7 Sound Pressure (dBA) 51/55 52/56 51/54 56/58 56/58 44/46 Compressor Type Compressor Quantity Preliminary Added Field Charge (See Note 5)0.0 0.0 5.5 0.0 0.0 0.0 Voltage / Phase 208/230V / 1-phase 208/230V / 1-phase 208/230V / 1-phase 208/230V / 1-phase 208/230V / 1-phase 208/230V / 1-phase MCA 208/230 or [460V]22.1 22.1 37 32.5 32.5 11 Recommended Fuse Size (RFS) 25 25 40 40 40 15 MOCP 25 25 52 40 40 28 Notes / OptionsApplicable System Notes - See Notes Below 1, 2, 3, 4, 5 1, 2, 3, 4, 5 1, 2, 3, 4, 5 1, 2, 3, 4, 5 1, 2, 3, 4, 5 1, 2, 3, 4, 5, 6 Notes & Options: 1 2 3 4 5 6 7Compressor DataElectrical DataMITSUBISHI CITY MULTI VRF OUTDOOR UNIT SCHEDULE Include low ambient hood kit with associated wind baffles for 100% low ambient cooling down to minus (-) 10°F. Corrected capacities shown are based on lowest guaranteed outdoor temperature, temperatures below this are not guaranteed. Added field charge listed is in addition to factory charge, this must be updated based upon final as-built piping layout. For systems with multiple modules, refrigerant pipe dimensions indicate total system combined piping downstream of module twinning. Efficiency values for EER, IEER, COP are based on AHRI 1230 test method for mixture of ducted & non-ducted indoor units. Nominal heating capacities are based on indoor coil EAT of 70°F (DB), outdoor of 43°F (WB) Nominal cooling capacities are based on indoor coil EAT of 80/67°F (DB/WB), outdoor of 95°F (DB) System Tag Tag Reference Nominal DataDesign ConditionsPerformance Data Concession Concession Concession Mens Room Mens Room Womens Room Womens Room Womens Room Changing Facility - Visitor Changing Facility - Visitor Changing Facility - Visitor Changing Facility - Visitor Changing Facility - Home Changing Facility - Home Changing Facility - Home Changing Facility - Home Press Box IDU-A1 IDU-A2 IDU-A3 IDU-B1 IDU-B2 IDU-C1 IDU-C2 IDU-C3 IDU-D1 IDU-D2 IDU-D3 IDU-D4 IDU-E1 IDU-E2 IDU-E3 IDU-E4 IDU-F1 Room Name Concession Storage Officials M-Net Address N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Model MSZ-GL09NA-U1 MSZ-GL06NA-U1 MSZ-GL06NA-U1 MSZ-GL15NA-U1 MSZ-GL15NA-U1 MSZ-GL18NA-U1 MSZ-GL18NA-U1 MSZ-GL18NA-U1 MSZ-GL15NA-U1 MSZ-GL15NA-U1 MSZ-GL06NA-U1 MSZ-GL12NA-U1 MSZ-GL15NA-U1 MSZ-GL15NA-U1 MSZ-GL06NA-U1 MSZ-GL12NA-U1 PKA-A12HA7 Type Wall mounted type Wall mounted type Wall mounted type Wall mounted type Wall mounted type Wall mounted type Wall mounted type Wall mounted type Wall mounted type Wall mounted type Wall mounted type Wall mounted type Wall mounted type Wall mounted type Wall mounted type Wall mounted type Wall mounted type Nominal Cooling Capacity (BTU/h) 9,000.0 6,000.0 6,000.0 13,600.0 13,600.0 16,000.0 16,000.0 16,000.0 11,600.0 11,600.0 5,000.0 9,900.0 11,600.0 11,600.0 5,000.0 9,900.0 12,000.0 Nominal Heating Capacity (BTU/h) 10,600.0 7,100.0 7,100.0 13,800.0 13,800.0 18,000.0 18,000.0 18,000.0 11,800.0 11,800.0 4,900.0 9,500.0 11,800.0 11,800.0 4,900.0 9,500.0 14,000.0 Cooling Design Entering Temp DB/WB (°F) / [Water in temp]80.0/67.0 80.0/67.0 80.0/67.0 80.0/67.0 80.0/67.0 80.0/67.0 80.0/67.0 80.0/67.0 80.0/67.0 80.0/67.0 80.0/67.0 80.0/67.0 80.0/67.0 80.0/67.0 80.0/67.0 80.0/67.0 80.0/67.0 Heating Design Entering Temp DB/WB (°F) / [Water in temp]70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 Cooling Diversity Full/Partial (See Note 5, 6) FULL DEMAND FULL DEMAND FULL DEMAND FULL DEMAND FULL DEMAND FULL DEMAND FULL DEMAND FULL DEMAND FULL DEMAND FULL DEMAND FULL DEMAND FULL DEMAND FULL DEMAND FULL DEMAND FULL DEMAND FULL DEMAND FULL DEMAND Heating Diversity Full/Partial (See Note 5, 6) FULL DEMAND FULL DEMAND FULL DEMAND FULL DEMAND FULL DEMAND FULL DEMAND FULL DEMAND FULL DEMAND FULL DEMAND FULL DEMAND FULL DEMAND FULL DEMAND FULL DEMAND FULL DEMAND FULL DEMAND FULL DEMAND FULL DEMAND Refrig Pipe Dim Liquid/Suction (inch) 1/4 / 3/8 1/4 / 3/8 1/4 / 3/8 1/4 / 1/2 1/4 / 1/2 1/4 / 1/2 1/4 / 1/2 1/4 / 1/2 1/4 / 1/2 1/4 / 1/2 1/4 / 3/8 1/4 / 3/8 1/4 / 1/2 1/4 / 1/2 1/4 / 3/8 1/4 / 3/8 1/2 / 1/4 Cooling Total Capacity (BTU/h) 9,145.0 6,096.7 6,096.7 13,819.1 13,819.1 16,313.4 16,313.4 16,313.4 11,786.9 11,786.9 5,080.6 10,059.5 11,786.9 11,786.9 5,080.6 10,059.5 12,279.0 Cooling Sensible Capacity (BTU/h) 8,853.9 6,096.7 6,096.7 12,293.0 12,293.0 14,737.0 14,737.0 14,737.0 11,543.7 11,543.7 5,080.6 9,190.3 11,543.7 11,543.7 5,080.6 9,190.3 10,276.7 Heating Capacity (BTU/h) 4,621.0 3,095.2 3,095.2 6,016.0 6,016.0 10,221.3 10,221.3 10,221.3 5,144.1 5,144.1 2,136.1 4,141.5 5,144.1 5,144.1 2,136.1 4,141.5 8,726.7 Estimated Cooling Coil LAT (°F) / [LWT]59.4 65.8 65.8 58.2 58.2 58.5 58.5 58.5 59.5 59.5 68.2 58.6 59.5 59.5 68.2 58.6 57.2 Estimated Heating Coil LAT (°F) / [LWT]80.6 77.1 77.1 80.5 80.5 84.7 84.7 84.7 78.9 78.9 74.9 79.5 78.9 78.9 74.9 79.5 89.0 Peak Fan Airflow (cfm) / [Design gpm]406 406 406 533 533 646 646 646 533 533 406 406 533 533 406 406 425 Max Fan ESP Setting 208V/230V (IN WG) Sound Pressure Per Fan Speed 208V/230V (dBA) 19-22-30-37-43/19-22-30-37-43 19-22-30-37-43/19-22-30-37-43 19-22-30-37-43/19-22-30-37-43 26-32-38-44-49/26-30-35-40-46 26-32-38-44-49/26-30-35-40-46 28-33-38-44-49/28-33-38-43-48 28-33-38-44-49/28-33-38-43-48 28-33-38-44-49/28-33-38-43-48 26-32-38-44-49/26-30-35-40-46 26-32-38-44-49/26-30-35-40-46 19-22-30-37-43/19-22-30-37-43 19-22-30-37-45/19-22-30-37-43 26-32-38-44-49/26-30-35-40-46 26-32-38-44-49/26-30-35-40-46 19-22-30-37-43/19-22-30-37-43 19-22-30-37-45/19-22-30-37-43 36 - 40 - 43 Voltage / Phase 208/230V/1-phase 208/230V/1-phase 208/230V/1-phase 208/230V/1-phase 208/230V/1-phase 208/230V/1-phase 208/230V/1-phase 208/230V/1-phase 208/230V/1-phase 208/230V/1-phase 208/230V/1-phase 208/230V/1-phase 208/230V/1-phase 208/230V/1-phase 208/230V/1-phase 208/230V/1-phase 208/230V/1-phase Power Cooling 208V/230V (kW)1 Power Heating 208V/230V (kW)0.95 Electrical MCA/MFS Powered by Outdoor Powered by Outdoor Powered by Outdoor Powered by Outdoor Powered by Outdoor Powered by Outdoor Powered by Outdoor Powered by Outdoor Powered by Outdoor Powered by Outdoor Powered by Outdoor Powered by Outdoor Powered by Outdoor Powered by Outdoor Powered by Outdoor Powered by Outdoor Powered by Outdoor Applicable System Notes - See Notes Below 1, 2, 3, 4, 5, 6 1, 2, 3, 4, 5, 6 1, 2, 3, 4, 5, 6 1, 2, 3, 4, 5, 6 1, 2, 3, 4, 5, 6 1, 2, 3, 4, 5, 6 1, 2, 3, 4, 5, 6 1, 2, 3, 4, 5, 6 1, 2, 3, 4, 5, 6 1, 2, 3, 4, 5, 6 1, 2, 3, 4, 5, 6 1, 2, 3, 4, 5, 6 1, 2, 3, 4, 5, 6 1, 2, 3, 4, 5, 6 1, 2, 3, 4, 5, 6 1, 2, 3, 4, 5, 6 1, 2, 3, 4, 5, 6 Notes & Options: 1 2 3 4 5 6Fan / Water Flow DataElectrical DataNotes / OptionsMITSUBISHI CITY MULTI VRF INDOOR UNIT SCHEDULE It is recommended to always base heating corrected capacity on full demand. Full demand corrected capacity includes de-rate associated with indoor vs. outdoor connected capacity indicated on outdoor unit schedule for associated system. Partial corrected capacity assumes sufficient diversity exists such that the connected capacity de-rate does not apply. It is the designer's responsibility to ensure "Diamond System Builder" is set in the appropriate output capacity setting (full demand/partial demand) prior to generating this schedule. See schematic piping/control diagram for indication of required indoor unit remote controllers, system controllers, and integration devices. See outdoor unit schedule for outdoor ambient conditions, connected capacity, and other factors associated with corrected capacities Nominal heating capacities are based on indoor coil EAT of 70°F (DB), outdoor of 43°F (WB) Nominal cooling capacities are based on indoor coil EAT of 80/67°F (DB/WB), outdoor of 95°F (DB) System Tag Tag Reference Nominal DataDesign ConditionsPerformance Data LSN1 LSN2 LGH-F1200RX5-E1 LGH-F300RX5-E1 Stand-Alone Stand-Alone 1 2 Fixed Permeable Cross Plate Fixed Permeable Cross Plate 1200 300 0.75 0.78 Temperature Recovery 67.0% 65.5% Enthalpy Cooling 50.0% 50.0% Enthalpy Heating 64.0% 63.0% 208-230V/1-phase 208-230V/1-phase 7.1/15 1.7/15 1, 2, 3 1, 2, 3 Notes & Options: 1 2 3 Notes / Options LOSSNAY ENERGY RECOVERY VENTILATOR SCHEDULE Washable factory standard pre-filter on return and O/A intake side of cross plate core. See schematic piping/control diagram for indication of required lossnay local remote controller (stand alone operation) and M-Net connection points of associated systems. Max external static pressure is at airflow listed with fan set on extra high speed. Airflow (cfm) Max ESP (INWG) Nominal Recovery Effectiven ess (Extra High Fan Speed) Voltage / Phase MCA / MOCP Lossnay Tag Model Number Interlocked or Stand Alone M-Net Address Core Type LSN1 LSN2 ERV-1 1 2 No No No Yes Yes Yes 835 200 2000 835 200 2000 0 0 0 Dry Bulb Cooling (FDB) 79.5 79.6 80.0 Wet Bulb Cooling (FWB) 68.8 69.0 67.0 Dry Bulb Heating (FDB) 51.9 51.5 70.0 Dry Bulb Cooling (FDB) Wet Bulb Cooling (FWB) Dry Bulb Heating (FDB) Model Type Airflow (CFM) Mixed Air Conditions VENTILATION UNITS Zone Airflow (CFM) Indoor Unit Airflow (CFM) Leaving Air Conditions Served By Unit Tag M-Net Address Ventilation Unit Tag M-Net Address Serving IUs Zone Supply Supply Airflow (CFM) M-Net Address Model Number Type (double / Main / Sub) Number of Ports Connected Capacity to BC Voltage / Phase Power Cooling 208V/230V (kW) Power Heating 208V/230V (kW) MCA 208/230 Notes / OptionsApplicable System Notes - See Notes Below Notes & Options: 1 2 For sub BC controller CMB-P-NU-GB1 or -GB, the total connectable indoor unit capacity can be 126,000 BTUs or less. If two sub BC controllers are used, the total indoor unit capacity connected to BOTH sub BC controllers also cannot exceed 126,000 BTUs. For sub BC controller CMB-P1016NU-HB1 the total connectable indoor unit capacity can be 126,000 BTUs or less. However, if two sub controllers are used, and one of them is CMB-1016NU-HB1, the total indoor unit capacity connected to BOTH sub controllers must NOT exceed 168,000 BTUs. Include Diamondback Ball Valves BV-Series, 700PSIG working pressure, full port, 410A rated. System Tag Tag Reference Nominal DataElectrical DataVRF HEAT RECOVERY BRANCH CIRCUIT CONTROLLER Womens Room PAC-MKA31BC 3 208/230 / 1-phase 60 0.003 0.05 Galvanized Sheets Width - in(mm) 17-23/32 (450) Depth - in(mm) 11-1/32 (280) Height - in(mm) 6-11/16 (170) 15 (6.7) to ODU Liquid - in(mm) 3/8 (9.52) to ODU Gas- in(mm) 5/8 (15.88) to IDU Liquid - in(mm) 1/4 (6.35) x 3 {A, B, C} to IDU Gas- in(mm) 3/8 (9.52) x 3 {A, B, C} 1 Notes & Options: 1Piping ConnectionNotes / Options MXZ Branch Box The piping connection size differs according to the type and capacity of indoor units. Match the piping connection size for indoor and branch box. If the piping connection size of branch box does not match the piping connection size of indoor units, use optional different-diameter (deformed) joints to the branch box side. (Connected deformed joint directly to the branch box side.) Power Input - kW Running Current - A External Finish Unit DimensionWeight - lb(kg) System Tag Model Number Connectable number of Indoor unit (Maximum) Voltage / Phase Frequency - Hz AI Channel 1 AI Channel 2 AI Channel 3 AI Channel 4 PI Channel 1 PI Channel 2 DIDO Channel 1 DIDO Channel 2 DIDO Channel 3 DIDO Channel 4 Notes & Options: 1 Notes / Options INPUT/OUTPUT DEVICE SCHEDULE See schematic piping/control diagram for indication of connection points and associated M-Net bus. Device Type M-Net Address Model Number Point DescriptionsPower Supply SCHEMATIC DESIGN STRUCTURAL BASIS OF DESIGN Bertram Field Improvements Phase 2 Salem, Massachusetts June 21, 2018 Table of Contents Section 1 Project Overview and Code Requirements 2 Building Structures 3 Existing Grandstand and New Press Box 1 Project Overview and Code Requirements A. Schematic Design Narrative Overview The structural schematic design narrative has been developed for the Phase II improvements to Bertram Field in Salem, Massachusetts. The narrative is based on plans developed by Beacon Architectural Associates dated June 14, 2018. The structural scope includes: • New Toilet Building • New Changing Facility • New Concessions Building • New Press Box, with ADA Ramp and Lift Access • New Canopy Roof over Existing Grandstand (Project Alter nate) The narrative was developed for schematic level planning and cost estimating. Geotechnical information was not considered and will be necessary to advance the design to bid or construction level documents. B. Structural Code Requirements • New structures will be designed in accordance with the Massachusetts State Building Code 9th edition (i.e. the 2015 International Building Code (IBC) with MA amendments). Work at the existing grandstand will be designed per the 2015 International Existing Building Code (IEBC) with MA amendments and ICC 300-2007 Standard for Bleachers, Folding and Telescopic Seating, and Grandstands. Structures at Bertram Field will be considered Building Category III. All exposed steel (both interior and exterior) will be hot-dipped galvanized. The following load criteria will be used: Dead Load: Actual weight of framing and attached components. Live Load: Slabs-on-grade________________________100 psf Grandstand___________________________100 psf * Press Box_____________________________50 psf* *Other loading requirements per ICC 300 Table 303.2 to be included Snow Load: Ground Snow Load, Pg__________________50 psf Min. Flat Roof Snow Load, Pf____________30 psf Exposure Factor, Ce___________________1.0 Thermal Factor, Ct____________________1.2 Importance Factor, Is__________________1.1 Wind Load: Basic Wind Speed, Vult_________________127 mph Exposure Category_____________________B Seismic Load: Ss_________________________________0.240 S1_________________________________0.073 Importance Factor, Ie_________________1.25 Site Class____________________________D (assumed)* *Pending geotechnical investigation. 2 Building Structures General • Buildings are seasonal (i.e. will be closed in winter after football season and re - opened in early spring). • Buildings are assumed to have shallow foundations: reinforced concrete foundations, piers, and footings. Concrete will have a minimum compressive strength, f’c, of 4,000 psi. Vertical p erimeter rigid insulation is recommended due to seasonal use to reduce potential frost damage. • Slabs-on-grade will be 5-inches thick and reinforced with welded wire reinforcing. Concrete will have a minimum compressive strength, f’c, of 3,000 psi. Under-slab rigid insulation for the entire area is recommended due to seasonal use to reduce potential frost damage. • Building bearing wall systems, except for the press box, will be a pre-insulated concrete masonry product such as Korfil Hi-R and Hi-R H. Reinforcing is similar to conventional concrete masonry construction. The minimum load-bearing masonry wall width is 10 inches. • Wood exposed to weather will be preservative treated. Connection materials, both interior and exterior, will be hot -dipped galvanized, zinc-coated galvanized Type G185, or stainless steel. • Structural steel, both interior and exterior, will be hot-dipped galvanized. Toilet Building • The Toilet Building is a one-story structure. The roof framing will consist of sawn and engineered lumber with plywood sheathing. The roof framing will bear on pre-insulated reinforced concrete masonry wall. Interior bearing lines will be engineered wood beams and steel posts (HSS4x4). Interior non -loadbearing concrete masonry partition will be reinforced and have a 6-inch minimum width and be anchored to the roof diaphragm. Changing Facility • The Concessions Building is a one-story structure. The roof framing will consist of sawn and engineered lumber with plywood sheathing. The roof framing will bear on pre-insulated reinforced concrete masonry wall. Interior bearing lines will be engineered wood beams and steel posts (HSS4x4). Interior non - loadbearing concrete masonry partition will be reinforced and have a 6-inch minimum width and be anchored to the roof diaphragm. Concessions Building • The Concessions Building is a one-story structure. The roof framing will consist of sawn and engineered lumber with plywood sheathing. Alternatively, the sloped roof sheathing can be pre-fabricated wood trusses. The roof framing will bear on pre-insulated reinforced concrete masonry wall. Interior bearing lines will be engineered wood beams and steel posts (HSS4x4). Interior non - loadbearing concrete masonry partition will be reinforced and have a 6-inch minimum width and be anchored to the roof diaphragm. 3 Existing Grandstand and New Press Box A new press box is proposed at the existing grandstand. Note that modifying the existing grandstand to accommodate the new press box will require analyzing the existing structure and providing upgrades to meet the current code requirements. At a minimum modification and/or reinforcing will be required adjacent to the new press box structure. The new press box will be a conventional wood -framed or cold-formed steel structure supported on a hot-dipped galvanized structural steel lattice frame. Access to the ramp will be provided by stairs from the top of the existing grandstand or by an ADA compliant ramp and lift. The ramp will be steel-framed. Steel will be hot-dipped galvanized. The lift will be a pre-fabricated assembly including the shaft walls. Steel exposed to weather will be hot-dipped galvanized. New grandstand structures will bear on reinforced concrete shallow foundations (pending the geotechnical evaluation). The canopy alternate will shelter the grandstand in front of the new press box. The canopy will be constructed in hot-dipped galvanized structural steel. Columns will be 8- inch diameter steel pipes founded on reinforced concrete piers and footing s. Wind uplift forces will be a significant factor in the canopy design. Note that portions of the existing grandstand will need to be removed and reassembled to construct the canopy framing and foundations. OPTION ‘B’: NEW 12” PVC TO NEW OUTLET POINT AT WOODED SLOPE DOUBLE-CB AT LOW POINT W/ HOODED OUTLET OIL AND WATER SEPARATION AND DEEP-SUMP OPTION ‘A’: NEW 12” PVC TO EXIST. OUTLET POINT BERTRAM FIELD, SALEM, MA SCHEMATIC STORMWATER N 145 South Street, Third Floor, Boston, Massachusetts 02111 www.beaconarch.com | 617.357.7171 Operations and Maintenance Recommendations This report recommends the following strategy for the Operations and Maintancence of Bertram Field. In summary; Heating and Air conditioning will be provided by electricity to the Public Amenities, Concession and Changing Facility. It is anticipated the facilities will shut down for period from December to March. A small family changing area will be heated during those times to provide facilities to the limited public year round. The electrical cost is estimated to be between $1,500 and$2,000 dollars yearly for all the buildings. Water will also be shut down during the winter months except to the family room. Goal 1. Provide coordinated management and supervision with the City through regular meetings with users and selected departments within city government. The management of Bertram Field is currently the responsibility of the Salem School Facility Department. The scheduling, determination of fees and the concession stands are duties shared between the Department of Public Works, Department of Public Safety, and the School Department. The operational responsibilities of Bertram Field need to be clearly defined by the City of Salem. The maintenance of the facility, scheduling of events, administering revenue, and monitoring the use of the concession’s facilities are specific base line responsibilities which need to be discussed and assigned as soon as possible. It is important one entity be responsible for supervising the operations and scheduling of Bertram Field. Other towns we have visited assign this responsibility to either the Parks and Recreation Department or the Community Development office. An individual will be designated to monitor the operations of the field on a daily basis. This is not a full-time responsibility, rather 10 to 15 percent of this person’s time should be allocated to Bertram Field. Goal 2. Determine the scheduling of events and the hours of operations. The Department of Parks and Recreation should schedule all events at the field. It is recommended that a web-based calendar be available to confirm the event time is known to all users. The park should not be open 24 hours, 7 days a week. Typically, facilities in neighboring communities are open from 6:00 a.m. till dusk, unless there are scheduled evening events. Goal 3. Establish a capital improvement fund and seek resources through user’s fees, grants, and other. The City of Salem budget for the DPR should establish a dollar amount for the DPR to manage with. This will define the financing of maintenance and upkeep. To supplement the budget, the DPR should see alternative resources for capital improvements and major equipment replacement such as grants and private corporate donations. Setting fees for the use of the field should be considered. The concessions and ticket sales should be managed by the DPR and the revenues from each can be shared with the respective users. Goal 4. Coordinate necessary improvements, repairs and upkeep. The Department of Public Works or the parks department should be in charge with the maintenance of the field, the buildings and the capital improvements associated with the overall facility. A committee of users and representatives of city departments will be assembled to assist and monitor specific areas of operations. Suggested participants (not to exceed 8 members) of this committee are: • Salem High School Athletic Director • Salem High School Field Coaches • Representatives from the Department of Public Works • Representatives from the Parks and Recreation Department • Representative from the Youth Sports programs Goal 5. Measure success by surveying visitors and users. Modify the operations as needed to always be sensitive to the community’s expectations. Monitoring the opinions of users and visitors establishes a good metric with which to decide how to improve the care of Bertram Field. The survey should be done at the end of the fall season. 145 South Street, Third Floor, Boston, Massachusetts 02111 www.beaconarch.com | 617.357.7171 Municipal and State Agencies to be included in the design review of the Bertram Field Renovations The following agencies and/or departments have reviewed the schematic design for Phase 2 of the Bertram Field Renovations. • City of Salem School Department • City of Salem Plumbing Department • City of Salem Fire Department • City of Salem Police Department • City of Salem School Committee Sub Committee on Parking • City of Salem Parks and Recreation Department • City of Salem Conservation and Preservation Authority • City of Salem Public Health Department • Commonwealth of Massachusetts Board of Gas Fitters and Plumbers The following agencies will be involved in the Design Development for Phase 2 of the Bertram Field Renovations. • City of Salem School Department • City of Salem Public Works Department • City of Salem Engineering department • City of Salem Parking Department The City of Salem Conservation Commission has been notified about the project, and have indicated they do not have to review the design.