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HomeMy WebLinkAboutRESPONSE - RFP - P812 SECOND SHEET OF ICET H E N E E N A N C O M P A N Y CITY OF FORT COLLIRS CITY OF FORT COLLINS SECOND SHEET OF ICE AT EPIC REQUEST FOR PROPOSAL P-812 11-29-01 N E E N A N 5.2.4.3 PROJECT TEAM ROLES AND RESPONSIBILITIES Overview The project team assembled for this project has worked together under a design/build delivery model on over a dozen past projects. The familiarity of the team members with each other and with the Neenan Archistruction® process will be of great value to the City and help ensure the seamless delivery of the project requirements. The primary roles and responsibilities of each team member follow; however every team member will assist in insuring that the collective responsibilities described here are successfully carried out. Resumes on each team member follow at the end of this section. Neenan Team Bob Meserve, Senior Project Manager, Project leader Bob has primary oversight responsibility on the project and will coordinate and direct all activities of the project team. Bob will be directly responsible for successful delivery of the project, addressing Owner requests and delivering on Owner Conditions of Satisfaction. Steve Burns, Pre -Construction Manager Steve has primary responsibility for all aspects of pre -construction estimating on the project. Responsibilities will include determining parameter costs for development and construction, coordination and oversight of major subcontractor's and their project budgets during the pre -construction phase, alignment of project costs with design owner needs. Steve will also provide value engineering studies, develop and present design and pricing options for Owner review, and life costing analysis. He will develop project outline specifications and assist in preparing the initial project schedule. Tim Stern, Project Manager Tim will provide both pre -construction and project management services. Pre - construction responsibilities include estimating assistance, budget control, design input, schedule and constructability review, product selections and day-to-day owner coordination. Construction project management responsibilities include interface with Owner's representative, purchasing and contract administration, cost control, subcontractor negotiations, project buyout, management of project schedule and project closeout. Mike Mesa, Superintendent As project superintendent, Mike will be responsible for all aspects of on -site construction activities. Such activities include planning and executing the field work, including scheduling and directing subcontractors on the jobsite; maintaining all on -site records required by city, county or utility authorities; responsible for the layout and dimensional control of the structure, monitoring the completed work for compliance with the contract drawings and specifications; coordinating the quality control program for the project, working with the Project Manager and General Superintendent during the pre -construction phase of the project. Will additionally provide design and pre - construction assistance regarding constructability issues. Chris Wesche, Project Architect. Chris is responsible for developing from the Owner's conditions of satisfaction, building department and code requirements, the highest value design solution within the budget. He is responsible for completion of construction documents and securing of required permits for the construction, as well as construction administration to insure compliance with the contract documents and quality standards. Proposal to City of Fort Collins 5.2.4.3 —Page 1 November 28, 2001 Second Sheet of Ice at EPIC (P-812) City of Fort Collins Mayor David Neenan The Neenan Company 2620 East Prospect Road Fort Collins, CO 80525 October 11, 1999 Dear David: I wanted to take a minute to tell you what a great job you have done with the addition to St. Joseph School. The architecture blends so nicely with the original construction. It has been a much needed addition to the school. Thank you for the good work you do. Your projects are changing the face of Fort Collins. Sincerely, Ray Martinez Mayor N E E N A N The Group, Inc. Fort Collins, Colorado Architect: The Noonan Conse.0aa .is December 1. THE GROUP Fort Collins, Colorado The 27,000 square foot, wood -framed building expresses a Colorado lodge theme, with extensive use of rough timbers and native stone. The wood framed structure has a two-story entry lobby incoryoreting lam' wood beam construction and tongue and ceilings, wi h a massive 40 foci high place and second floor balcony overlook. � Is theme carrle outside to a rough m ports QUANTUM CORPORATION SSPG Colorado Springs, Colorado Quantum Corporation engaged The Neenan Company for a three building 403,000 r AQW,was "ouec. An )dates of Coorado sprir 1e �{� � S` Xmp 54. ➢Y i i1W are '''3 g'µ • • w` iz Architects. e- All each as a Iknee, hmovadm urvolvement, and du: amNde ujgoing -'above and beymd." Pow c is b Teamwork hat led 0 a etn"wftl p jwt and a very eodsied awhmer." -Wayne M. Tfmwa Quantum RedFm e andDk Agpment January 7, 2000 Mr. David Neenan The Neenan Company 2620 East Prospect Road, Suite 100 Fort Collins, Colorado 80525 Subject: New Office at 2803 Harmony Road Dear David, THEGROUPINC. We are "happy campers" as customers of The Neenan Company! The new Real Estate office building "Team Neenan" created for us on Harmony Road is spectacular. We continue to receive compliments on a daily basis from customers and guests. The most enthusiastic comments have come from other builders, architects, interior designers, and appraisers — people who really appreciate what you have created for us. We have received numerous calls and letters from people in the community complimenting us on the design statement the building makes as an entrance to Fort Collins. We have had unsolicited job applications from people wanting to "work in such a beautiful building." Most of all, our partners at The Group love it. The building puts them in a good mood every time they enter. You have exceeded our expectations! Our compliments go out to the team, especially architects, Bob Hosanna and Bob Mooney, who have created a landmark building in Fort Collins. We believe interior designer, Michelle Phenix Goodwin, is on the cutting edge of design. She captured exactly what we wanted in a "Colorado lodge" look and feel. (Custom homebuyers and builders have been "all over" her design, wanting to recreate the same "feel' in their homes.) For great design to be appreciated, it has to have perfect execution, and Rick Campbell is definitely the master. As project superintendent, the final product was his responsibility and it came out as a masterpiece. Rick is a real pro and a class act! We cannot say enough good things about The Neenan Company and the great people we have had the opportunity to work with. This was our tenth office building. It is our best one — best design, best quality, best budget, best schedule, best builder, and most fun. The Group, Inc. wants to give a big thanks to you and your team. Archistruction works! Sincerer, 6rc�a/ Larry K/p idall, Chairman r cc. Bob Hosanna, Bob Mooney, Michelle Goodwin, Rick Campbell, Ray Piggsoum oft, 375 East Horsetooth Road Fort Collins, Colorado 80525 970/223-0700 113 ®, Quantum° CAPACITY FOR THE EXTRAORDINARY TM June 22, 1999 Dear Future Neenan Company Customer The Neenan Company was an integral part of the team that was on time and on target in the successful completion of Quantum's new three building campus in Colorado Springs, CO. The team worked to develop win -win relationships and embraced values such as excellence, innovation, flexibility, and the attitude of going "above and beyond". The result achieved is a 403,000 square foot well -planned and flexible campus that was built in record time. Quantum is using the campus for manufacturing, engineering labs, and offices and we are a very satisfied customer. As the construction manager, the Neenan Company played a significant role in the project and led the effort to take the idea of a new campus and build it into a reality. They did an excellent job of coordinating with the design team and leading the construction team from initial cost estimates to design concepts, through construction and occupancy. They were instrumental in keeping the project construction on track - a major accomplishment considering the speed of the project and the numerous bid packages. We appreciated their flexibility and responsiveness to our many changes during the project. Their attention to delivering quality workmanship, construction sequencing, and job site organization was excellent. Neenan is committed to safety and developed a quality safety program for the project. A surprise visit by an OSHA inspector yielded only positive comments, plus a statement from the inspector that he had not seen such a clean job site or a quality safety program like the one developed for the Quantum project in the last seventeen years. Quantum has teamed with the Neenan Company on two major projects in Colorado. Both projects were extremely successful. We are a very satisfied customer and it is with pleasure that I highly recommend them. Sincerely, Wayne M. Timura, P.E. Director Corporate Real Estate & Development Quantum Coipoiation, 10125 Federal Drive, Colorado Springs'. Colorado 80908-4508, (719) 536-5000, hilp://www.quantum.com F it 141 i 6 May 1997 Mr. Ray Pigg 2290 East Prospect Road Fort Collins, CO 80525 Dear Ray, Of course I want to write a letter of recommendation for The Neenan Company. After spending 16 months with the staff from Neenan's in the planning, site development and construction of our new facility, your company is like family to us at New Belgium Brewing Company. I am unqualified in my respect and admiration for all that you've done and continue to do to provide value-added service. Perhaps we could have picked a more difficult piece of property to develop in Fort Collins. If so, I'm unaware of its location! The Neenan team's expertise in navigating the city process, working with attorneys, engineers, adjacent property owners and irrigation ditch owners was crucial to our initial momentum. In retrospect, I feel that the hurdles we had to overcome to begin construction might have stopped me in my tracks had it not been for the "possibility thinking" of all of the folks at Neenan. Your well of creative ideas seemed to be unending. Just as important, attention to detail and follow through were unflagging. As if this wasn't enough to do, The Neenan Company and New Belgium Brewing Company were simultaneously working on design and financing options. Randy Meyer's help in developing Pro Formas and understanding the financing options was the springboard I needed to begirr the long and someTimes scary process of researching and securing the financing for this 28,000 square foot building. I am very pleased with the option I eventually chose, and feel that Randy's advice helped me to explore the myriad of possibilities. 500 LINDEN • FORT COLLINS, COLORADO 80524.97Q 221-0524 N E E N A N MCWHINNEY OFFICE PARK Loveland, Colorado This is a planned four -building office park located in the Rocky Mountain Village in Loveland. The four buildings, when completed, will create a distinctive office campus and share a tastefully landscaped courtyard plaza area common to the building lobbies. Architecture and construction were provided by The Neenan Company. The initial two structures are two-story steel framed, multi - tenant office facilities consisting of 34,000 square feet each. The stone, brick and wood exterior of the facilities set the standard for the Rode Mountain Village Office Park. The natural design of the gable entry and the lobby's exposed wood structure surround a free-standing sitecast concrete elevator shaft. Natural sandstone boulders set in stained concrete flooring set off the rustic motif. "...Your lean thinking strategy really works..Yhe Neenan Company provided excellent value and we definitely received 'morefor less'.... " - Chad McWhbiney s ... Preridr,u of `i"•'k McWhinney Enterprises Client: FDC Office I, LLC Loveland, Colorado Tenant: Factual Data Construction Start: September 1997 Project Completion: March 1998 6. Car-raBeefComlaw' September 6, 2001 To Whom It May Concern: P.O. Box G / 80632.0350 1978 AA Street Greeley, CO 80637.9663 Tel 970.395.8723 Fax 970.395.8890 Email dnerronocrfc.com Danny Marron vice President se�ror rinencaf Off,= The Neenan Company was selected in October 1999 to be the design/build firm for the new ConAgra Beef Company World Headquarters. This project was originally' designed to fit multiple sites as we decided where to build our new headquarters. I would like to offer the following comments on the Neenan Team. Overall Design: The design team led by Bob Hosanna and Dawn McGilvray did an excellent job in transforming our concepts and ideas into an office space that will allow us to offer our employees a world class environment Their process included facilitating many group meeting that were focused on drawing out our thoughts and ideas. What was most impressive was their attention to our needs and the constant focus they had on making the space work for us. Project Management: Bob Meserve and his team managed this project very well from the beginning. They were well organized and kept me abreast of all developing issues during weekly status meetings. They insured that all changes to scope and budget were approved by me prior to work orders being authorized, In addition, I thought they differentiated their firm from others by working with me to accommodate system furniture installation while the building was still under construction. Installing the furniture during construction is not a normal occurrence and they were flexible enough to work out a solution that satisfied everyone involved and allowed our team to move into the new building at least a month early. In summary, I feel that the Neenan Team has delivered on the conditions of satisfaction that we agreed to at the beginning of the project. They completed the project on time and if 1 started the project over tomorrow I would still choose Neenan to be our partner, Since ly, Danny�n N E E N A N LONGMONT UNITED HOSPITAL Longmont, Colorado This new bedtower facility Is an addition to the ebstingloingle-story Longmont United Hospital. The five -story type 1 steel structure betltevrar consists of approximately 157,000 square feet that opens into a�ipppppolve four-story atrium. The patient room floors are designed to provide a lrftrtqple residential environment. r The exterior skin of the building is adete9ep,mixture of architectural precast concrete v@r1Cpr panels, modular lay-lo,brid,, and GFRC veneer panels. The high - quality interierfimish uses archoctural prepaiIS concrete, modular brick, hardwoods, and architectural! metals. The "Lent"rmomg ear{y a residential motif with vinyl wall coverings, residential fumishingt;.and [a sebinelry: Project delivery was a CWGC process that. included HLM Design for the architecture ait9 structural engineering, and The Noonan Company for preconstructlon•and construction management services. WINDSOR MEDICAL CENTER Wndsor, Colorado Colorado decided to move beating the competing ROCKY Mold[ 614CANCER TER a Denver, Colorado y" A group of pedlato pI�VAIl It fo .r. Hematology On Associates to pravW S1aaRe nd acquire the afi The Neenah c°rnp�ayraadlhl'. design and constru .a project. The facilitjvwasidesioned] y architects from The Neepull ". ry7"4 ;l sgo8re foot steel frann- cture was develoWd that vi for tad a covered drop off patient con' once. A comprehempiaa #FMlaw I incorporates the use of many trees, shrubs and eaten walls Oajtcer Center ct of the building to Its neighbors. 'Dgaver brick" was ��tver, Colo ; Ilding's veneer to compligno tlla a. lroUriding architecture. e Noon TheN�eeyna,-h ihe;Rr@II waseoordinated by The Neenan Company, who Ce ructio mated Liabillt Company to raise the equity, negotiated the land `. 'b I NNov November t Purchase and.land lease from the hospital, arranged the construction loan, PQ JVemect will -secure permanent financing and created and finalized all the tenant may z000, leases. atess: Longmont United Hospital Longmont,Coloredo Archness: !+W n aemmr,. comlir"gW on: .)Pr,* 11on, erell %aniiiiliMbtn, Depent ar sags Client: h System Colorado Architect: iCompany Ion Start: mbar 1999 N E E N A N of low n which a lisal3 steel OR the park SYr f' BUSINESS CENTER i Rench, Colorado siaess Center is a master planned 20 acre office will ultimately contain half a million square feet O; s A' space In four buildings and a setting m tits this unique environment. Shea Center �,C ysae foot, four-story, Type 11- one -hour )a otthe northeast corridor of is trough a double F N qse gjJWing Identity to tho3fiseserby, Via, Y L } T ¢+�i come.Ft 0 w ,C S g FJ r iX! Client: Sheaf H �, Client: HUNTER DOUGLAS Hunter Douglas, Inc. Broomfield, Colorado Broomfield, Colorado Hunter Douglas is an intemational manufacturer and marketer of window shades, ceiling products and architectural metals. Architect: This campus began in 1988 with construction of the signature' Pouw a Associates j9 _ Viand the first _ n rat W. facilities. The Neenen Company iU - �,�1,1 ifi" 1qIA ; , .°'Cori tnucaon start: architect %Nelln r> Cbm- -filch cts. Tbls J0114ty z; January 1990 t ..,Hen ri eslgq,I#latlpnstIWW1thi4oef.pIl,RowDfHbmgh ,. "III- rchit® eonNrlued oVer4 - It3. 'WiLoomp� _ ProJse�1 Completion: S 5 compl itiidklps and one addition, t0 111 Map 2g0a 9 rd.5 W li^ec+r wMhafuture150 S.F. building/p InW. o' E � • "'i t al6hnes throughout Th ,tiiree�aW llar i uildlh qs fOWNI r this�t tTheNeenan IQabeaniiga & fee story gl§pt# Vic' i'^w.sf .. i'ompa{hevelexhibited the durfalnvall It Ispitpped mid revfff• TJnla ofAee build ed a Deli n rl k et4leve(s of integrity, Institute Th �A"ceof eA S.F. c rtogler service and 9prod do ,f 2il , S.F. wsS `- technical ex ertise. The expaa d tor�tyy 0 9.E .The produdbn fadl are kted% � p 'V"' quality of workmanship bearing Be�aall with a s�teLb>1Y 'st roof sy The and materials was building y�s t?e'lnpleted In,. 001. Mch of the ucbon ! g Product , this fpolitipa sae connected b rnelosedlinks al ''' n. silent. Additionally end persoaanski rrygVe`t _ UghQutfaolll0l, tll�s _ PtQ/ectwas completed on and within budget. ` ' bottom line is that this d "projectW a tremendous ;Wccej&,4ndI100kjbrwani �,,, j# working with The Neenah Company on our fthoeyconstruction .w ., ElW* Mucheit xunterpoug(as N E E N A N Bob Hosanna, Design Architect. Bob's competency and greatest strength is in listening to the Owner's needs and desires and converting them into a responsible design solution. Bob is responsible for creating and maintaining the architectural character and integrity of the project, including design compatibility with the existing facility, and internal functional effectiveness. He is specifically responsible for planning, schematic design, and programming project design components of the project, job -site observation. Jon VanBenthem, Job Captain Jon's experience with ice arenas will be a valuable addition to the project team. Jon will be primarily responsible for the development of contract documents, and will work directly with the other team members to generate documents that convey in detail the design intent. He is specifically responsible for consultant coordination, construction documentation, job -site observation, field coordination, and coordination with regulatory agencies. Consultants Merit Electric, Electrical Engineer/Design-Build Electrical Sub -Contractor Responsible for establishing preliminary electrical budgets, assisting the team, including the Owner, in analyzing alternates and options, evaluating these options as they may impact other building systems, preparing complete plans for permit and construction, and installation of electrical systems. Design Mechanical, Mechanical Engineer/Design-Build Mechanical Sub -Contractor. Responsible for establishing preliminary HVAC and plumbing budgets, and working with the team, including the Owner, in analyzing alternates and options, evaluating these options as they may impact other building systems, preparing complete plans for permit and construction, and installation of HVAC and plumbing systems. Gilfillan/Callahan Architects, Inc., Pat Callahan, Consulting Architect. Responsible for consultant review of ice arena systems including dasher board design, locker room size and location, Zamboni room size and location, ice plant type, ice arena finishes, and building system compatibility with rink requirements. Commercial Refrigeration, Ice consultant/Ice Package Design -Build Sub -Contractor. Responsible for the ice system design and installation, including ice surface system and piping, snow melt pit and piping, dasher boards and glass, and low E ceiling options. They will also provide input on the design of other building systems to verify compatibility with the ice package system and maximize building systems efficiency. Proposal to City of Fort Collins 5.2.4.3 — Page 2 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A N f Nf3Rp��"`q " x -a^y'$�� �'-, .,:�4ty`^ .�a"b ^^o .F�§ �3�IP4'�F)P.� tp iYx SAP �riy Iq:� j the development of a now campus. Xilinxp n�@► g- ad The Neenan Company to provide site and 4 Sci development services for this exciting new jact and Neenan retained the services of the and firm Downing iloctural planning of Thorpe & rB8• naive measures were taken to create an nment that will aid the company In attracting retaining these creative designers. The first a of development included all of the needed Improvements for the 59 acres and ielopment of the first building of 130,000 square t. Additionally, a retreat building of 5,000 square was constructed to serve as a "get away" area fQf employees during their workday. The design of uilding is reflective of many "Colorado" design t,Itras derived from our mountain and agricultural :Grand public spaces feature soaring ceilings sd with timber with generous use of native s ties and other materials, utilizing steel frame stivction. t 3N . Clio 1, Xilinx, AmMoct: Construction Start: Phase Ua Melch 3000 � fR,rgl�5b¢smpNgon: .FNq e'1 �August2001 N E E N A N 1899 WYNKOOP ("Ice House Office") Denier, Colorado The nine -story building at the Comer of 1 9th sph({ Wynkoop streets, offers 175,000 s Ieet of prime offices space. A blending, �{,� elsNa�d lase Pa I l NCI 9 ", in s architectural rt apnbh l . Western past, prod $�t19Fh.p loalfq tulre vlCal to business in the n 1' The structure is TvDe I Steel and oos'hfinsionsd Mquare bility uOts 3 { i�gcpp�suisr�g^ :v. .. , k � y i T t: Ilen.M C s Develepr"nb3 I is rtho gy k Appendix Proposal to City of Fort Collins 5.2.15.2 - Appendix November 28, 2001 Second Sheet of Ice at EPIC (P-812) mdEl{ I�IA� j�iiIl M�'N'p q.111!11111711, {� Oak lawn Ice Arena Oak lawn, IIhn015 t i ,1 <i) �'a�nnnrmmgiu*onnuawonr � � � 1 ., Iilli illill alp ■fir . ��rrr rrr r av+rrir�wwn M��f �lil •� it t I� ,Illi i� IIYF. Xg Oak' Lawn Ice Arena Oak Lawn, Illinois A;, COMM'ERCI,A I REIRIqERATION INC Appendix Proposal to City of Fort Collins 5.2.15.3 - Appendix November 28, 2001 Second Sheet of Ice at EPIC (P-812) % �\ m I li Appendix Proposal to City of Fort Collins 5.2.15.5 - Appendix November 28, 2001 Second Sheet of Ice at EPIC (P-812) grit mmmm Integrity Skill I.mzgina Limi Conagra Owner: Architect: General Contractor: Engineer: Contract Amount: % Completed: Scheduled Completion: . McWhinney The Neenan Company The Neenan Company Merit Electric, Inc. $1,581,124.50 100% 9/21/01 Cvtomation Bid Owner: Architect: Greg Fisher General Contractor: Delta Construction Engineer: Merit Electric, Inc. Contract Amount: $235,796.00 % Completed: 100% Scheduled Completion: 8/31/01 Oakridee Dental Office Owner: Delta Construction Architect: Vaught Frye General Contractor: Delta Construction Engineer: Merit Electric, Inc. Contract Amount: $7411.37 % Completed: 5% Scheduled Completion: 2002 New Belgium Brewery Owner: New Belgium Brewery Architect: The Neenan Company General Contractor: New Belgium Brewery Engineer: Merit Electric, Inc. Contract Amount: $600,000 % Completed: 5% Scheduled Completion: 2002 Swallow Hill Condominiums Owner: FMC Corporation Architect: David Owen Tyrba Architects General Contractor: J.E. Dunn Construction Engineer: Merit Electric Contract Amount: $1,600,000 % Completed: 40% Scheduled Completion: 7/19/02 16 Suuare Market Owner: Continuum Partners, LLC Architect: Quinlivan Pierik Krause Architects General Contractor: Turner Construction Engineer: Merit Electric Contract Amount: $1,970,745 % Completed: 100% Scheduled Completion: 8/31/01 Greenwood II Owner: Greenwood Plaza Partners Architect: Klipp Colussey Jenks DuBois General Contractor: Saunders Construction Engineer: Merit Electric Contract Amount: $2,600,000 % Completed: 100% Scheduled Completion: 3/31/01 Bassett 12 Story High Rise Buildin Owner: Greystar Development Architect: Josh Comfort Lawrence Group Associates General Contractor: Greystar Construction West Engineer: Merit Electric Contract Amount: $4,800,000 % Completed: 10% Scheduled Completion: 1/29/03 N E E N A N 5.2.4.4 MANAGEMENT PLAN Neenan Team The leadership and experience of the key construction team members will be critical to the success of the Second Sheet of Ice at EPIC. For it's in-house team, The Neenan Company has selected the strong experience and management skills of key leaders Bob Meserve as Senior Project Manager, Steve Burns as Preconstruction Manager, Chris Wesche as Project Architect, and Mike Mesa as Project Superintendent, with Bob Meserve as the overall project leader of our project team. The team supporting the key leaders is equally important. Consequently, The Neenan Company has carefully drawn on individuals who, collectively, have accumulated a vast array of construction experience on a wide range of projects within both the public and private sectors. Each member brings unique talents and skills that will be instrumental in the successful delivery of this project. This team has worked closely and effectively together on previous projects, which will help insure project success. The team of Bob Meserve, Tim Stern and Mike Mesa, recently completed a new 175,000 square foot production facility for Hunter Douglas Window Fashions in Broomfield, Colorado. Their on -time, on -budget delivery of this project to the high satisfaction of our client evidences the effectiveness of this team. Each member supporting the key leaders has worked with them on numerous past projects in varying capacities, and understands the individual and team dynamics. Maintaining the continuity of these project teams on the EPIC project will enable us to leverage existing synergies and focus immediately on customer value. Each team member is aware of the competencies and expertise of the other members, and responsibilities are clearly defined and understood before the project begins. This will create a win -win situation for both The Neenan Company and The City of Fort Collins. Design/Build The primary sub -contractor team members selected for this project were chosen based Sub- on their competency with the type of construction proposed, and their ability to work contractors together as a team under a design/build delivery model. These sub -contractors have worked on numerous projects with the Neenan team and proven their knowledge of design/build, effectiveness working in a collaborative "team" environment, and most of all client focus, all of which are unwavering requirements of any members of a Neenan team. With their assistance, we can absolutely guarantee to deliver a project that meets all of your requirements and exceeds your expectations. Consulting Integral to our design team and the verification of, our ice rink design solution is Pat Architect Callahan and the Architectural firm of Gilfillan/Callahan Architects, Inc.. This firm has extensive experience in the design of ice rink facilities, and will act as the technical consultant to the team for the overall rink design. Pat has worked in the past with members of our design team and has demonstrated his competency with ice rink design, and his design/build bias. Pat and his firm will be integrally involved with the project team through the early stages of design to insure that this is a state-of-the-art rink, and that all factors involved with contemporary ice rink design have been identified and addressed. Summary We are confident that our entire team possesses the traits necessary to work collaboratively with The City of Fort Collins, Twice The Ice, project consultants, and all other service providers to complete a high quality project on budget and on time. Proposal to City of Fort Collins 5.2.4.4 —Page 1 November 28, 2001 Second Sheet of Ice at EPIC (P-812) Windsor Medical Owner: Lawton, Lembetz, & Mason Architect: The Neenan Company General Contractor: The Neenan Company Engineer: Merit Electric Contract Amount: $281,709 % Completed: 100% Scheduled Completion: 12/31/00 Associates in Family Medicine Owner: Poudre Valley Hospital Architect: Vaught Frye Architects General Contractor: Drahota Construction Engineer: Merit Electric Contract Amount: $181,415 % Completed: 100% Scheduled Completion: 3/31/99 Orthopedic of the Rockies Owner: Orthopedic of the Rockies Architect: The Neenan Company General Contractor: The Neenan Company Engineer: Merit Electric Contract Amount: $170,000 % Completed: 100% Scheduled Completion: 11/12/99 Avista MOB Owner: Avista MOB Architect: The Neenan Company General Contractor: The Neenan Company Engineer: Merit Electric, Inc. Contract Amount: $11,491 % Completed: 100% Scheduled Completion: 12/03/99 design Appendix Proposal to City of Fort Collins 5.2.15.6 - Appendix November 28, 2001 Second Sheet of Ice at EPIC (P-812) BHA Desien, Inc. (I C S I 11 experience The following list depicts representative planning and landscape architecture experience over the last 3-5 years. Fossil Creek Park, 100 acre park, Fort Collins, Colorado Southwest Community/Youth Sports Complex Master Plan, 100 acre park, Fort Collins, Colorado Westfield Neighborhood Park, 14 acre park, Fort Collins, Colorado Riverside Park, 60 acre park, Evans, Colorado Sand Creek Park, Aurora, Colorado Freemont County Trails and Open Space Master Plan, Canon City, Colorado Mount Sopris Tree Farm Active Recreation Area, Basalt, Colorado Latimer County Fairgrounds, Loveland, Colorado Cache La Poudre Trail Master Plan and Guidelines, 23 mile trail, Weld County, Colorado Greeley Northridge High School Number 3, Klipp Colusy Jenks, and DuBois Architects, Greeley, Colorado Poudre School District- New high school for 2004, RB+B Architects, Fort Collins, Colorado Downtown Transit Center, Fort Collins, Colorado Fort Collins Civic Center Office Building, Fort Collins, Colorado Fort Collins Downtown Streetscapes - City of Fort Collins, Fort Collins, Colorado Lincoln Center for the Performing Arts - City of Fort Collins, Fort Collins, Colorado Home State Bank, RB + B Architects, Downtown Fort Collins, Colorado Salem Hospital Renovation, Salem, Oregon McKee Medical Center, Loveland, CO Poudre Valley Hospital, Lemay Campus, Fort Collins, Colorado Poudre Valley Hospital, Harmony Campus FE Warren Air Force Base, Courtyard remodels, Cheyenne, Wyoming Agilent Technologies, Loveland, Colorado Con Agra Beef Company World Headquarters, Greeley, Colorado LSI Logic, Fort Collins, Colorado Cements. Marketplace, SEM Architects, Loveland, Colorado Centerra Business Park, Bob Hosanna, architect, Loveland, Colorado Hewlett Packard/ West Campus Master Plan- HP, Fort Collins, Colorado Hewlett Packard Loveland Master plan - HP, Loveland, Colorado Hewlett Packard Greeley, Surplus Land Study - Hewlett Packard, Greeley Harmony Technology Park -160 acre high-tech industrial park master plan- HP, Fort Collins U S West Advanced Technologies Corporate Research Facility - MBT Associates, Boulder, Colorado Neenan Company Headquarters, Fort Collins, Colorado New Belgium Brewing Company Headquarters and Brewery - Neenan Company, Fort Collins, Colorado Eastern Oakridge Business Park, Vaught Frye, Architects, Fort Collins, Colorado Oakridge Design Center - RB+B Architects, Fort Collins, Colorado Highlands Ranch Business Park Master Plan -Mission Viejo Company, Englewood, CO. National Center for Atmospheric Research - Anderson DeBartolo Pan Architects, Boulder, Colorado Finalist, Latimer County Civic Center Complex - Durrant Architects, Larimer County, Colorado Eagle Ridge Apartments - Prowswood Management, Loveland, Colorado Beth Israel at Shalom Park - KKE Architects, Aurora, Colorado Windsor Downtown Urban Design - KBN Engineers, Windsor, Colorado Rock Creek Planned Community - Richmond Homes, Superior, Colorado Berthoud Cemetery, Berthoud, Colorado Dodge City Gateway Signs, Dodge City, Kansas Walden Downtown Urban Design Master Plan and implementation - Walden, Colorado epresentaave EVerience 6Fa design, inc. Experience Inc. C�CtiI�­II We enjoy the Design -Build process, and we believe that the process is a valuable tool for the owner, the design team and for the contractor. It is a dynamic process with free flowing information that offers checks and balances throughout. Best of all, the Design -Build process takes advantage of the combined knowledge and expertise of the entire team to develop practical and constructable design solutions for unique situations. Below are selected projects representing BHA Design's previous Design -Build experience: • City of Fort Collins Office Building, Fort Collins, Colorado • LSI Logic, Fort Collins, Colorado • Terra View Office Building, Loveland, Colorado • Poudre Valley Hospital — Harmony Campus, Fort Collins, Colorado • Hewlett Packard — Genesis 4, Fort Collins, Colorado • Harmony Technology Park, Fort Collins, Colorado • Con Agra Beef Company World Headquarters, Greeley, Colorado • Hunter Douglas Business Campus, Thornton, Colorado • Home State Bank, Downtown Fort Collins, Colorado • Home State Bank, South Fort Collins, Colorado • The Neenan Company Headquarters, Fort Collins, Colorado • Superior Pointe Office Park, Superior, Colorado • Factual Data Corporation — Buildings I & 2, Loveland, Colorado Design Build Experience Bruce A. Hendee, ASLA { i g n Principal BHA Design, Inc. Bruce is the President of BHA Design and a member of the American Society of Landscape Architects. He will lead the BHA team in overall project coordination for landscape architecture. He has over 20 years of experience in a wide variety of project types including trail design, park planning, and urban design. Relevant Experience: • Fossil Creek Community Park - 99 acre community park in Fort Collins, Colorado • Westfield Park - 14 acre neighborhood park, in Fort Collins, Colorado • Southwest Youth Sports Park - 103 acre community park in Fort Collins, Colorado • Northridge High School — New high School in Greeley, Colorado • Horsetooth Mountain Park Management Plan - Latimer County, Colorado • Pondre River Trail Master Plan - 20 mile trail plan and design guidelines in Weld County, Colorado • Harmony Technology Park- Hewlett-Packard — 160 new office park, Ft. Collins, Colorado • Riverside Park - 38 acre sports park in Evans, Colorado • Eastern Fremont County Trail and Open Space Master Plan - 30 mile trail and open space plan near Canon City, Colorado • Mt. Sopris Tree Farm Community Park - 135 acre active park in Basalt, Colorado • Poudre Valley Hospital — Harmony Campus- 100 acre new campus planning and landscape architecture in Fort Collins, Colorado Years of Professional Experience Twenty one Education and Professional Affiliations: Masters Degree in Landscape Architecture (MLA), University of Colorado, 1980 Registered Landscape Architect Member, American Society of Landscape Architects Member, Lincoln Center Board of Directors, Ft. Collins, Colorado Bruce A. Hendee - Resume Roger B. Sherman, ASLA ci C S i g n Principal BHA Design, Inc. Roger Sherman is a Landscape Architect and a Principal at BHA Design. Roger brings experience in conceptual and detailed landscape design and implementation to each project as well as extensive construction background. He enjoys refining design ideas, coordinating with clients spontaneously, and working on site during the construction phase. The projects listed below are selected relevant projects with which Roger has been involved: • Westfield Neighborhood Park— 14 acre neighborhood park in Fort Collins, CO • Fort Collins Soccer Complex — Fort Collins, CO • Fossil Creek Community Park - 99 acre community park in Fort Collins, CO • Southwest Youth Sports Complex -103 acre community park in Fort Collins, CO • Mount Sopris Tree Farm Active Recreation Area - 129 acre active park in Basalt, CO • Sand Creek Park — 62 acre open space park in Aurora, CO • Cache La Poudre River Trail Master Plan in Weld County, CO • African Watering Hole Exhibit at the Baltimore Zoo, Baltimore, MD • Riverside Park - 38 acre sports park in Evans, CO • Lakewood Country Club, Clubhouse Master Plan — Lakewood, CO • Westminster City Park Master Plan Update - 130 acre community park in Westminster, CO • Westwood Park - 11 acre neighborhood park in Denver, CO • Northridge High School and Sports Complex - Weld County School District No. 6 Greeley, CO Years of Professional Experience Eleven Education, Professional Affiliations and Community Service BSLA, Landscape Architecture, Colorado State University, 1990 Member, American Society of Landscape Architects, 1993 Art in Public Places Board Member, Fort Collins, Colorado, 1997 to present Chairperson of the Art in Public Places Board, Fort Collins, June 1999 to December 2000 Habitat for Humanity, Somoto, Nicaragua and Fort Collins Westfield Park detiin BHA was commissioned by the City of Fort Collins to develop a plan for a proposed new 14 acre park located adjacent to Johnson Elementary School. BHA's service included a public charette process in which adjacent residents were actively incorporated into the design process. The park plan concept that evolved created a swirling, spherical motion that invited play and encouraged imagination on the part of adults and children alike. A fanciful pavilion design was created that anchors a visual swirl created in sculpted earthwork. All of the energy of the site focuses on the central pavilion and picnic area. In addition, a number of specially designed curving walls, orbs, and special paving patterns were developed to unite the project in a cohesive image that works both visually and functionally. Client: City ojFortCollins Fossil Creek Community Park dCsig11 Fossil Creek Community Park is a 100 acre park site located in a newly developing area of southeast Fort Collins, Colorado. The park will fulfill the needs of the community and also protect and enhance the wetlands of Fossil Creek as it passes through the site. BHA is currently developing thematic plans for the park utilizing Colorado's rich geologic history. Coordinated within the interpretative theme will be many amenities including ballfields, a recreation center, an amphitheater, basketball and tennis courts, a skateboard course, themed adventure playgrounds, group picnic areas, and interactive water features. Projected to be completed in 2003, Fossil Creek Park is destined to become the gem of the Fort Collins city park system. Client: CltyofFort Collins Fort Collins Civic Center Office Building BHA Design teamed with OZ Architects and The Neenan Company won a design competition for the City of Fort Collins new office building. The City program was a new 70,000SF office building to be constructed in the Down Town Fort Collins. The project was significant because it was to occur in an area called "The Civic Center", designated by the City as the future heart of government administration for both the City and Larimer County. In addition, the project was to be designed as a demonstration project resulting in significant savings through use of "green" technologies. The proposed building and site design will result in 35% energy savings over traditional designs. BHA's concept continues the themes established within the Civic Center District. Wide tree lined sidewalks inset with ornamental paving, ornamental lights and custom seat walls provide a distinct urban character and pedestrian friendly environment. Several "Best Management Practices" were utilized within this project including water quality treatment using special underground water filtration techniques, use of indigenous plant materials where possible, and use of locally available sandstone. Client: City of Fort Collins d C: S 1 ti Il life Cycle Information Appendix Proposal to City of Fort Collins 5.2.15.7 - Appendix November 28, 2001 Second Sheet of Ice at EPIC (P-812) N N A N 5.2.5.1 DESIGN/BUILD PROJECTS OF SIMILAR SCOPE Following are examples of representative projects for your review. The information provided on each project responds as nearly as possible to the information requested in the RFP. Where not available, the requested information has been omitted or indicated as "n/a". Additional project profiles are provided in the Appendix, Section 5.2.15.1. Proposal to City of Fort Collins 5.2.5.1 —Page 1 November 28, 2001 Second Sheet of Ice at EPIC (P-812) EPIC "Twice The Ice" — Mechanical Systems Description — General State-of-the-art arena design today incorporates high efficiency refrigeration compressors for the ice sheet, low emissivity ceilings to prevent condensation and reduce the roof load imparted on the rink, and desiccant based dehumidifying systems for energy efficient moisture control. The base system shall utilize a gas fired, roof mounted make-up air unit that has a desiccant wheel designed for dehumidification only. The system will maintain a dew point of 45 °F or less by ventilating the space with 15,000 cfm of conditioned air. Regeneration of the desiccant wheel shall be by a warm air furnace that is separately packaged within the roof top unit. The same RTU-1 shall also serve the new locker rooms, showers, and referees room with hot water reheat coils on a branch duct. The main arena shall be covered by two 24" round supply air ducts that discharge collinear with each of the long sides of the rink. Return air will be drawn from above the middle of the rink and exhaust air will be drawn from two opposite comers. A low emissivity ceiling shall be installed above the rink. The multi -purpose room will be served by a 7-1/2 ton, gas -electric roof top unit (RTU-2). The spectator seating area will be heated by two, 60' long indirect fired gas radiant heaters suspended from the ceiling. Other new spaces that will require heating include storage rooms, zambom room, lobby areas and an entrance corridor. These spaces will be served by hot water unit heaters and convectors. A new pump set will be installed in the existing mechanical room to tap off of the existing heating plant. Option Two The life cycle cost of two additional options is being analyzed. Option two includes a 7,500 cfm heat recovery ventilator to pre -warm the outside air during cold weather. The extensive use of fresh air and the many occupied hours of this type of facility make this an option that must be assessed. In this scenario, one of the two exhaust fans on the high roof would be eliminated. Option Three This option is the same as option two except that the heat recovery ventilator would be fitted with a pre -heat furnace to eliminate the need for a defrost cycle. In this scenario the heat recovery ventilator would come without fans and the exhaust fan elinated for option two would be restored. Other Options To Be Analyzed in Design Phase a) Consideration will be given to integrating RTU-2 with the rinks' brine system and eliminating the DX compressors. b) The base plan includes the use of heat recovery from the refrigeration condensers to heat zamboni water and to prevent the ground from freezing under the rink. An analysis will be performed to asses the economic value of using a low temperature solar hot water system to prevent permafrost. This would free up some of the heat recovery water for heating domestic hot water or preheating the new hydronic heating loop serving the locker areas. c) The use of variable speed supply and exhaust fans will be analyzed. These would allow for the locker areas to be conditioned to a tight temperature span when occupied and to "float" within a larger temperature swing when nobody is in them. This would be accomplished by inatlling zone dampers in the supply ducts to each zone. Modest reductions of the air flow over the rink would be possible as well. d) The ability of the new desiccant system to share it's capacity with the existing rink and reduce or eliminate the periods of high moisture in that space. Advantases of Fluorescent over HID's (Metal Halide) The existing ice arena is presently illuminated through the use of Twin Head 40OW Metal Halide fixtures. We are under the impression that this was done to limit labor costs, and more importantly serve as a multi -function sheet of ice that can handle everything from a hockey game to a figure skating event. In a visit to EPIC, we took the current values of Illuminance over the ice and found very low light levels. Not only that, but we found very high contrast in light levels on the ice. These factors go against the recommendations set by the IES (Illuminating Engineering Society). This society not only sets light levels for specific areas such as Hockey/Figure Skating arenas, but also specifies areas of lighting that are important to a specific function. According to these guidelines the "very important" areas of lighting a sheet of ice are: Direct Glare, Light Distribution or Uniformity, Reflected Glare, and Horizontal Illuminance. They also set light levels to meet on the task plane, in this case the ice. Here is a summary of what they are recommending: 200 Footcandles at the professional level, 150 footcandles for club sports and amateur leagues, 100 footcandles for High Schools and Training facilities, and 50 footcandles for elementary and social events. Although the existing layout provides some value, it is not doing an efficient and quality job according to the data that we took from the ice. According to our measurements, there was about 57.6 footcandles over the center of the ice, and levels ranging from 25.5 up to 56 footcandles, depending on where one took the readings. This is not a lot of light according to the uses that are taking place on this ice, and it also does meet the "very important" criteria set aside by the IES according to uniformity. We are suggesting that we use an energy efficient option to HID (High Intensity Discharge) Luminaries. HID lighting, and especially Metal Halide, which is currently installed, have some serious downfalls such as not being able to come to full brightness at the flip of a switch. Metal Halides also lose about 50% of initial output throughout the life of the lamp. The fixture we are suggesting will save costs in energy consumption, come to full brightness at the flick of a switch, and will maintain 95% of the initial lamp output. The lamp hours for these fixtures are the same and the fluorescent alternative will actually provide a better quality and color of light. It will also help in the areas of glare as the Metal Halide fixtures are coming from a point source, where the light emitted from a linear fluorescent is coming from a four foot tube. We are looking at a payback period of less than one year for the new arena. We can retrofit the existing arena for a payback of less than 10 years. It will also give greater flexibility in certain lighting applications where the full brightness is not necessary, as it can be controlled in four light levels through tandem wired fixtures, and multiple ballasts. Advantages of Energy Efficient Transformers There is a new standard in transformers that is referred to as the NEMA TP-1 Standard. This standard was established in 1996, and sets criteria for the efficiency of low to medium distribution transformers. The transformers that meet the 1996 standard have been manufactured in a way to eliminate inefficiencies in the operation of these units. There are losses referred to as "core losses" which have been nearly eliminated through better internal construction of these highly efficient transformers. This simple action has extremely fast paybacks. This is due to the fact that these transformers are in operation 24 hours a day and 365 days a year. The losses internal to the unit may only be 1-5% of the total transformer rating, but when one realizes that this might be a 15-750KVA transformer, it adds up quickly. Even when the facility is not operating, there is always electricity moving through this transformer, and a percentage of that power is being lost in the core of this transformer. Payback studies have been included to reflect these values. A standard transformer will operate anywhere from 95-96.7%, and the new standard sets this operating efficiency at 97.7-99%. This results in a fast payback, and considering that the average life of a transformer is 25 years, the savings continue for far beyond the 1.5-3 year payback. PAYBACK COMPARISON STUDY OF: Twin Head HID vs T5HO Initial Construction Cost Comparison Ouanti Cost Eaeh Extension Delete from Base Bid: 40OW Twin Head MH HID 50 x $1,458.78 = $72,939.00 Add to Base Bid: Williams 4' GL2000 Linear Flourescent 60 x $1,252.50 = $75,150.00 Initial Cost Increase: $2,211.00 Projected Utility Co. Rebate: - $0.00 Net Projected Initial cost increase: _ $2,211.00 is per each 930 432 it Watts 46500 25920 at Kilowatts (Demand) 46.5 25.92 uating Hours per Year 4200 4200 watt-hours (KWH) per Year 195300 108864 nand charges per month (Cost per KW) " : $15.37 $714.71 $398.39 nand charges per annum (Cost per KW) "' : $15.37 $8,576.46 $4,780.68 Annum KWH charges (Cost per KWH) " : $0.01550 $3,027.15 $1,687.39 Total per Annum base charges $11,603.61 $6,468.08 Riders' deduct *** : 0.00 % $0.00 $0.00 'Due to Franchise' fee'* : 0.00 % $0.00 $0.00 State, local, RTD and culture taxes** : 6.00 % $696.22 $388.08 Total per Annum Electricity Costs $12,299.83 $6,856.16 ire Quantity 50 60 Lamps per Fixture 2 8 if Quantity of Lamps 100 480 fd Average Lamp Life ( in hours) 20000 20000 Annum Hours of Operation' 4200 4200 ip Replacement Frequency ( in years) 4.76 4.76 lacement Cost per Lamp "' $65.00 $15.00 t to Replace all Lamps $6,500.00 $7,200.00 rage per Annum Lamp Replacement Cost $1,365.00 $1,512.00 Total per Annum Lamp Replacement Cost Savings: ($147.00) Total Estimated per Annum Savings: $5,296.67 Projected 10-year savings ***** : $52,966.65 Number of Years required to pay back Projected Initial Cost Increase ***' 0.42 Note: Numbers in parentheses indicate negative values ` Note: Our estimate of total operating hours per year is based upon an average of 14 hours per day, 300 days per year. " Note: Based upon current Utility Company rates. Note: Lamp replacement costs are based upon expected customer purchasing power and include installation costs based upon an average of $15.00 per hour, 0.03 hours per lamp. Note: This expected payback time does NOT factor in account interest expenses or savings from reducing air conditioning loads corresponding to reduced lighting loads. Note: This assumes no change in electric rates during the ten-year period. Page 1 PAYBACK COMPARISON STUDY OF: 30KVA Xfmrs vs High Eff.30KVA Delete from Base Bid: Standard 30KVA Transformers Add to Base Bid: High Efficiency 30KVA Transformers Quantit Cost Each 2 x $825.49 = $1,650.97 2 X $1,100.64 = Initial Cost Increase: Projected Utility Co. Rebate: - Net Projected initial cost Increase: _ $2,201.29 $550.31 $0.00 $550.31 entity 2 2 9losses (wafts per each) 495 150 it Watts 990 300 it Kilowatts (Demand) - 0.99 0.3 :rating Hours per Year 8760 8760 watt-hours (KWH) per Year 8672.4 2628 Land charges per month (Cost per KW) " : $15.37 $15.22 $4.61 nand charges per annum (Cost per KW) " : $15.37 $182.60 $55.33 Annum KWH charges (Cost per KWH)'" : $0.01550 $134.42 $40.73 Total per Annum base charges $317.02 $96.07 Riders' deduct *** : 0.00% $0.00 $0.00 'Due to Franchise' fee" : 0.00% $0.00 $0.00 State, local, RTD and culture taxes** : 6.00% $19.02 $5.76 Total per Annum Electricity Costs $336.04 $101.83 Total per Annum Total Estimated per Annum Savings: $234.21 Projected 10-year savings ***** : $2,342.09 Number of Years required to pay back Projected Initial Cost increase **** • 2.35 Note: Numbers in parantheses indicate negative values Note: Our estimate of total operating hours per year is based upon an average of 24 hours per day, 365 days per year. Note: Based upon current Utility Company rates. Note: This expected payback time does NOT factor in account interest expenses or savings from reducing air conditioning loads corresponding to reduced electrical loads. *`*`* Note: This assumes no change in electric rates during the ten-year period. Page 1 Electric Usage Summary of Low Eff 30KVA Total KWh Used per month (avg.) 990 Total KWh Used per day av 33.0 Pollution Responsible from Low Eff Transformer Pounds of Coal used/KW h 1 Pounds of CO2 emitted into atmosphere/KWh(using coal 2.09 Pounds of coal used ear month 990.00 Pounds of CO2 emitted each month 2,069.10 Pounds of coal used per year 11,880.00 Pounds of CO2 emitted each year 24,829.20 Electric Usage SummarV of Hi n Eff 30KVA Total KWh Used per month(avg.) 300 Total KWh Used per day av 10.0 Pollution Responsible from High Eff Transformer Pounds of Coal used/KWh 1 1 Pounds of CO2 emitted into atmosphere/KWh usin coal 2.09 Pounds of coal used per month 300.00 Pounds of CO2 emitted each month 627.00 Pounds of coal used per year 3,600.00 Pounds of CO2 emitted each ear 7,524.00 Net Difference Per Year CO2 emitted Ibs 8,280.00 Coal Reduction (Ibs 17,305.20 N E E N A N Project Name: Fort Collins City Building Design Build Team: AEC, BHA, Swanson Rink, Sear Brown Occupancy type (UBC): B Construction type (UBC): II-1 hour Gross SF: 72,000 Structural system: Structural steel HVAC system: VAV system Original Schedule Duration: 12 months Actual Duration: 10 months Initial GMP: $8,203,011 Final Cost: $8,787,907 # Of Owner Change Orders: 11 Special Characteristics / Methodology for cost and schedule control: Owner Name: City of Fort Collins Jack Gianola Owner Address: 215 N. Mason Street, Fort Collins, CO Owner Phone #: 970-221-6272: The Neenan Design/Build team delivered this project, with virtually no changes from their original RFP response. Late in the project, with the funds originally allocated for anticipated cost overruns and change orders that never materialized, the City was actually able to add an additional $600,000 in much -needed scope. The team still completed this additional scope within the original construction schedule. Project Name: Latimer County Sheriff Administration Building Design Build Team: TNC/Oz Architecture; Simpson, Piper, Allen Plumbing; Nothhaft, Front Range Steel Occupancy type (UBC): B Construction type (UBC): II-1 hour Gross SF: 36,500 Structural system: Steel & Structural Masonry HVAC system: VVT Original Schedule Duration: 7 months Actual Duration: 7 months Initial GMP: $4,328,243 Final Cost: $4,176,733 # Of Owner Change Orders: 4 Special Characteristics / Methodology for cost and schedule control: Owner Name: Latimer County David Spencer Steve Bebell Owner Address: 2501 MidPoint Fort Collins, CO 80526 Owner Phone #: 970-498-5914 970-690-5102 Used a hybrid steel and masonry bearing system to accommodate architectural reveals on facade (brick veneer) while using more economical bearing block on read of building (save owner $65,000). Proposal to City of Fort Collins 5.2.5.1 - Page 2 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A 0 Project Name: St. Joseph's School Phase I Design Build Team: Simpson, H&H Electric Occupancy type (UBC): E-1 Construction type (UBC): Type II & V Gross SF: 21,000 Structural system: Steel/Masonry HVAC system: VAV/Hydronic Original Schedule Duration: 5 months Actual Duration: 4 /2 months Initial GMP: $2,400,000 Final Cost: $2,446,000 # Of Owner Change Orders: 2 Special Characteristics / Methodology for cost and schedule control: Owner Name: Archdiocese of Denver Owner Address: 1300 South Steel Street Denver, CO 80210 Owner Phone #: 303-894-8994 School is listed on the National Registry of Historic Buildings and was awarded the City of Fort Collins "Friend of Preservation" award in 2000 for the efforts made for a sensitive addition to a historical structure. Majority of construction had to be completed during school summer recess in time for fall semester. This phase finished two weeks ahead of schedule. Project Name: Value Plastics Design Build Team: The Neenan Co. Occupancy type (UBC): B-2 Office/Production Construction type (UBC): II-N Fully sprinkled Gross SF: 40,000 Structural system: Steele frame/spread footings HVAC system: RA44, Boiler VAV Original Schedule Duration: 254 days Actual Duration: 249 days Initial GMP: STIP Sum $3,390,463 Final Cost: $3,596,591 # Of Owner Change Orders: 4 $206,128(all owner requested) Special Characteristics / Methodology for cost and schedule control: Owner Name: The Sampson Partnership Value Plastics, Inc. Kent Sampson Owner Address: 3325 Timberline Road Fort Collins, CO 80525 Owner Phone #: 970-223-8306 The facility houses administrative offices, a total of six self-contained molding cells, engineering offices and related support facilities. Integral in the design of the facility is extensive use of daylighting and other energy saving concepts to maximize energy efficiency, providing an outstanding example of sustainable architecture. Other special construction features include: ❑ A fully automated pneumatic raw material distribution system to feed molding machines. ❑ Extensive process water and compressed air piping systems throughout. ❑ A chiller/boiler system for cooling of process water and heating and cooling of the building. ❑ Extensive use of a natural linoleum flooring products as a "sustainable architecture" application. Proposal to City of Fort Collins 5.2.5.1 - Page 3 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A Project Name: The Group Design Build Team: The Neenan Co. Occupancy type (UBC): A-3 Assembly/B Office Construction type (UBC): Type V - one hour Gross SF: 27,000 Structural system: Hood Frame/Spread footings HVAC system: RTU VVT Original Schedule Duration: 256 days Actual Duration: 263 days Initial GMP: Final Cost: $3,730,000 # Of Owner Change Orders: Special Characteristics /Methodology for cost and schedule control: Owner Name: The Group Larry Kendall Owner Address: 2803 Harmony Road Fort Collins, CO 80528 Owner Phone #: 970-223-0700 The building expresses a Colorado lodge theme, with extensive use of rough timbers and native stone. The wood -framed structure has a two-story entry lobby incorporating laminated wood beam construction and tongue and groove wood ceilings, with a massive 40 foot high stone fireplace and a second floor balcony overlook. This theme carries outside to a rough sawn laminated beam porte cochere, which covers the drop off and main entry area. A 55 foot tall clock tower with two 8 foot diameter clocks ordains the roof of the facility. The exterior of the building is a combination of wood siding, red brick and native stone in keeping with the Architectural theme. Project Name: New Belgium Brewing Owner Name: Company Kim Jordan Design Build Team: Water- Waste & Jeff Lebesch Land; Civil - HGH; Structural Engineering - Merit Electric, Simpson Owner Address: Mechanical 500 Linden St. Occupancy type (UBC): B-2 Fort Collins, CO Office/Warehouse Construction type (UBC): V N Owner Phone #: Gross SF: 27,800 970-221-0524 Structural system: Precast concrete, steel, laminated wood HVAC system: VAV & Hydronic Original Schedule Duration: 7 months Actual Duration: 7 months Initial GMP: $2,581,163 Final Cost: $2,794,508 # Of Owner Change Orders: 2 Special Characteristics / Methodology for cost and schedule control: The Neenan design/build team worked closely with New Belgium Brewing on the technical aspects of brewing design and sustainable architecture to value engineer the project. This achieved the quality, budget and schedule promised. New Belgium's goal to brew and distribute beer for the 1995 holiday season was a huge success. Proposal to City of Fort Collins 5.2.5.1 - Page 4 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A N Project Name: ConAgra Foods Design Build Team: Design Mechanical; Merit; Corporate Plumbing; Nothhaft; BHA Occupancy type (UBC): B Construction type (UBC): II-1 hour Gross SF: 103,000 Structural system: Steel and bar joist HVAC system: VAV Original Schedule Duration: 9 1/2 months Actual Duration: 9 1/2 months Initial GMP: $11,844,326 Final Cost: $12,437,530 # Of Owner Change Orders: 7 Special Characteristics / Methodology for cost and schedule control: Owner Name: McWhinney Management Co. LLC Chris LaPlante Owner Address: 5200 Hahns Peak Drive Suite 130 Loveland, CO 80538 Owner Phone #: 970-935-3003 The location for this new corporate facility offers spectacular panoramic mountain views, water features in park -like settings, and outdoor recreational opportunities for both ConAgra's employees and visitors. A state of the art audiovisual and training room facility includes extensive video conferencing capabilities. Other features include a full service kitchen, many exterior decks, and an outdoor amphitheater. Project Name: Quantum Manufacturing Phase 1 and 2 Design Build Team: Nakai; Oz; Swanson Rink; Berwick Electric, Heating and Plumbing Engineers; Nothhaft Occupancy type (UBC): B,F2,S2,A3 Construction type (UBC): II-N Gross SF: 403,000 Structural system: Steel bar joist and deck HVAC system: Original Schedule Duration: 15 months Actual Duration: 15 months Initial GMP: $40,751,498 Final Cost: $50,586,242 # Of Owner Change Orders: 9 Special Characteristics / Methodology for cost and schedule control: Owner Name: Lease Plan North America, Inc. (Quantum Corporation) Owner Address: 10125 Federal Drive Colorado Springs, CO 80901 Owner Phone #: 719-886-6535 The new facility's major goal was to create the right kind of environment, to bring everyone together and to create economies of scale. Because of the new layout and having everyone on the same site "the cycle time has been reduced greatly. Proposal to City of Fort Collins 5.2.5.1 — Page 5 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A N Project Name: Windsor Medical Clinic Design Build Team: Corporate; Simpson; Merit; Nothhaft Occupancy type (UBC): B Construction type (UBC): II-N Gross SF: 20,400 Structural system: Steel HVAC system: VAV Original Schedule Duration: 30 weeks Actual Duration: 30 weeks Initial GMP: $2,081,602 Final Cost: $3,226,827 # Of Owner Change Orders: 19(tenant finishes) Special Characteristics / Methodology for cost and schedule control: Owner Name: Poudre Valley Hospital Rulon Stacey Owner Address: 1024 S. LeMay Ave. Fort Collins, CO 80524 Owner Phone #: 970-495-7460 The Health System's objective was to establish its presence prior to that of a competing health system in the market area. Neenan managed to expedite the land entitlements and municipality approvals through a planning department overwhelmed by significant real estate development in the area. The design and construction team at Neenan held to their budgets without sacrifice to the buildings aesthetic features and functional performance. This enabled the Health System to follow through on their promise of an architecturally attractive facility with the features to accommodate the diverse needs of imaging, urgent care, primary and specialty care physicians. Project Name: Hunter Douglas Phases 1-5 Design Build Team: Humphries Poli; Piper; Design Mechanical; Nothhaft Occupancy type (UBC): B, F2, S2, A3 Construction type (UBC): II-N Gross SF: 175,000 Structural system: Structural brick skin with steel bar joist roof HVAC system: Single zone packaged roof top units Original Schedule Duration: 11 months Actual Duration: 11 months Initial GMP: $7,752,731 Final Cost: $8,556,902 # Of Owner Change Orders: 7 Owner Name: Hunter Douglas Owner Address: #1 Duette Way Broomfield, CO 80020 Owner Phone #: 303-466-1848 Special Characteristics / Methodology for cost and schedule contror. Phase 5 was originally designed as flexible space with no tenant finish or production area finishes included. Five months into the project Hunter Douglas decided to build out 25,000 SF of office and 50,000 SF of production area. The design build team responded to these requests and completed the project within the original scheduled time. The additions to the budget were owner requested scope items needed to complete the office and production fit up. Proposal to City of Fort Collins 5.2.5.1 - Page 6 November 28, 2001 Second Sheet of Ice at EPIC (P-812) w E E N A N Project Name: Xilinx Colorado Owner Name: Campus, Phase I. Forrest James Design Build Team: TNC; DTJ Soulder Director of Facilities Occupancy type (UBC): B office Construction type (UBC): V-N fully Owner Address: sprinklered 2100 Logic Dr. Gross SF: 136,000 San Jose, CA 95124 Structural system: Steel frame HVAC system: Under floor air Owner Phone #: Original Schedule Duration: 10 408-879-5335 months Actual Duration: 12 months Initial GMP: $32,222,326 Final Cost: $31,512,844 # Of Owner Change Orders: 16 Special Characteristics / Methodology for cost and schedule control: Employees at this site design chips and create programming tools for the company's product line of programmable logic devices. As such, the employees' intellectual capabilities are the most valuable asset of the corporation. Extensive measures are being taken to create an environment that will aid the company in attracting and retaining these creative designers. There is a retreat building of 5,000 square feet is being constructed to serve as a "get away' area for employees during their workday. The design of the building is reflective of many "Colorado" design themes derived from our mountain and agricultural past. Grand public spaces will feature soaring ceilings framed with timber with generous use of native stones and other materials. Project Name: Ice House Design Build Team: Occupancy type (UBC): 13,S3, A-2.1 Construction type (UBC): 1-FR Fully sprinklered Gross SF: 170,000 Structural system: Structural steel HVAC system: Hydronic Original Schedule Duration: 14 months Actual Duration: 14 months Initial GMP: $17,110,310 Final Cost: $17,692,169 # Of Owner Change Orders: 1 Special Characteristics / Methodology for cost and schedule control: Owner Name: Loftus Developments Nichols Partnership - Randy Nichols Owner Address: 1899 Wynkoop Street Denver, CO 80202 Owner Phone #: 303-436-9191 The design reflects both the internal forces of the building program comprised of office and first floor retail and from the external forces of the lower downtown historic context. Neenan delivered this project with minimal change orders to the owner on a project that allowed no on site storage in a severely restricted Downtown Denver location. Proposal to City of Fort Collins 5.2.5.1 - Page 7 November 28, 2001 Second Sheet of Ice at EPIC (P-812) 5.2.1 COVER PAGE PROPOSAL IN RESPONSE TO CITY OF FORT COLLINS SECOND SHEET OF ICE AT EPIC REQUEST FOR PROPOSAL P-812 • Name Of Team and Address The Neenan Company P. O. Box 2127 2620 East Prospect Road, Suite 100 Fort Collins, Colorado 80522 • Telephone Number 970-493-8747 • Fax Number 970-493-5869 • Name and Title of Individual Signing For the Team James J. Neenan, President • Signature • Date November 29, 2001 • The Guaranteed Maximum Price to the City As Per Neenan Prouosal design and c., r .• Three Million, Two Hundred Ninety -Six Thousand, Eight Hundred Twenty -Two Dollars ($ 3,296,822.00) With uossible noted deduct ontinnc Two Million, Nine Hundred Fifty -Six Thousand, Seven Hundred Seventy -Seven Dollars ($ 2,956,777.00) Receipt of Addendums 1 and 2 Acknowledged N E E N A N 5.2.5.2 PROJECT EXPERIENCE AND QUALIFICATIONS Financial The Neenan Company has significant financial capability for this project, as is Capability evidenced by Lockton Companies November 12, 2001, letter regarding our bonding capability, as well as the November 27, 2001, letter from Jim Trupp regarding our banking relationship with First National Bank. Both letters follow at the end of this section. We will be happy to provide specific information regarding our current financial position upon request. Management The management experience and capability of the key leaders of our team is Experience described in detail in Section 5.2.4, "Project Team Roles and Responsibilities" and in and their individual resumes. The overall project leader, Bob Meserve, has over 20 years Capability experience in construction, having managed highly complex projects with extremely aggressive schedules, while adhering to tight budget constraints. Bob's recent success with the completion of the City of Fort Collins Office Building is one very recent and specific example of his ability to manage. The team we have assembled to assist Bob, as will become apparent from a review of their individual resumes, is more than qualified to deliver a project that will delight the City and Twice The Ice. In fact, we will guarantee it! The management skills of these individuals shows through in the quality of work on their past projects and the satisfied customers they leave behind. Please refer to the client letters in the Appendix for an indication of the level of satisfaction our teams routinely deliver. Sustainable The Neenan Company has successfully completed and are in process of Design design/construction on many building projects which incorporate green building design Experience— practices. We view green building design as a key component in most buildings we "Green deliver. We focus on the six general areas used by L.E.E.D.(Leadership in Energy and Building Environmental Design), developed by the U.S. Green Building Council. Those areas Design" are: • Sustainable sites . Water efficiency ' Energy and atmosphere ' Material and resources • Indoor environmental quality • Innovation and design process The Neenan Company has knowledgeable staff as well as several ongoing partnerships with green building consultants and design -build subcontractors. Proposal to City of Fort Collins 5.2.5.2 - Page 1 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A N The following TNC projects demonstrate our green building design and refer to L.E.E.D. areas incorporated into the design and construction of these projects. Indoor Material Environ- Innovation Sustainable Water Energy and and mental and Design Site Efficiency Atmosphere Resources Quality Process City of Fort Collins X X X X X Larimer County X X Sheriff's Administrative Offices Value Plastics X X X New Belgium X X X X X Brewing Office Addition New Belgium X X X X X X Brewing Water Treatment New Belgium X X X X X X Brewing Brewhaus Expansion Xilinx X X X The City of Fort Collins offices was the only building surveyed by an accredited L.E.E.D. professional. It was given 22 points. The New Belgium projects in Fort Collins are undoubtly the most green commercial buildings in the area. This Project On the second sheet of Ice at EPIC, we have incorporated or given options for the & Green following green building components. Building Sustainable sites Design * Erosion and sedimentation control * Site selection * Alternative transportation * Light pollution reduction Water Efficiency * Innovative waste water technologies * Water use reduction Energy and Atmosphere * Fundamental building system commissioning * Minimum energy performance * CFC reduction in HVACDR equipment • Ozone depletion Materials and Resources • Storage and collection of recyclables * Construction waste management * Local/regional materials Proposal to City of Fort Collins 5.2.5.2 - Page 2 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A N Indoor Environmental Quality • Minimum IAQ performance * Environmental tobacco smoke control ' Carbon dioxide monitoring ' Increase ventilation effectiveness • Low -emitting materials • Thermal comfort Partnering Neenan operates in a true partnering style with our customers, our consultants and our subcontractors. It is the ONLY way we do business. Partnering and Neenan have become synonymous in the design -build world. Neenan, it's consultants (planning, civil, landscape and structural) and major design -build subcontractors (mechanical, electrical, plumbing, fire protection and structural) have worked together on dozens of successful projects over many years. The TNC job captain — Jon Van Benthem previously worked for Gilfillan/Callahan on two ice rinks before coming to TNC. We have worked collaboratively, utilizing our Collaborative Design Process (CDP) with Commercial Refrigeration and the balance of the core team to develop this RFP response. Unique TNC has two unique processes that minimize waste for the entire project and help to Capabilities build stronger teams. of Team The first process is our Collaborative Design Process or CDP. Our team begins with concurrent design and pre -construction (pricing, sequencing and constructablity evaluation). This is the heart of our process --we believe the first 20% of the time expended on a project determines 80% of the outcome. The team of Owners, users, architects, consultants, key construction persons, key subcontractors and often key City personnel (even when they are not the client), all participate in our CDP. The CDP begins with establishing clear customer conditions of satisfaction for the completed facility and the process to deliver on these conditions of satisfaction. The team works concurrently in a single large space for 1 — 3 days to arrive at the early design concept(s), the cost, a schedule and a clear understanding of the next actions. The CDP shortens the duration to get to the design concept dramatically and aligns the team around the project success factors. The CDP process is used at additional key points where high degrees of interaction are required to maintain good project flow and collaboration. See the insert in the Appendix of this proposal for more on the CDP. The second process is our Neenan Reliability Planning System — NRPS. It streamlines the delivery process through planning and commitments. The result is increased team reliability. Neenan has increased it's reliability on projects to approximately 75%, double the construction industry average. Please refer to the insert in the Appendix of this proposal for more on NRPS. Proposal to City of Fort Collins 5.2.5.2 — Page 3 November 28, 2001 Second Sheet of Ice at EPIC (P-812) Nk4 I: go I k4 W J , Archistruction® Customer: Address: Mailing Address: City: Description of Business: In Business Since: Company Organization: Name & Title of Officers: Fort Collins Denver P.O. Box 2127 (80522) Eighteenth Street Atrium 2620 E. Prospect Road, Suite 100 1621 181h Street, Suite 250 Fort Collins, CO 80525 Denver, CO 80202 (970)493-8747 (303)296-0383 (970) 493-5869 FAX (303) 296-0382 FAX CREDIT APPLICATION The Neenan Company LLLP 2620 E ProsRect Rd (80525) PO Box 2127 Fort Collins State: CO Zip: 80522 Design/ Build General Contractor 1966 Parmershio FID: 84-1590338 David G. Neenan, CEO 1606 Brentford, Fort Collins, CO 80525 James J. Neenan, President 6090 S. Nome, Englewood, CO 80111 Sharon L. Neenan, Secretary 1606 Brentford, Fort Collins, CO 80525 Randolph P. Myers, Treasurer 2019 Brookwood Dr, Fort Collins, CO 80525 At Present Address Since: January 1997 Person Responsible for Accounts Payable Bruce Hood Anticipated Credit Requirements: Bank Reference First National Bank of Fort Collins 205 W Oak, Fort Collins, CO 80524 Checking Account Number: 18-1848-8 Officer's Name: Jim Truon Phone Number: (970)482-4861 Trade References: Corcoran Company 4700 Innovation Dr Ste B-1, Fort Collins, CO 80525 (970)204-4700 Design Mechanical 5637 Arapahoe, Boulder, CO 80303 (303)449-2092 Merit Electric 4700 Innovation Dr Ste D-1, Fort Collins, CO 80525 (970)266-8100 Colorado Springs P.O. Box 1478 Colorado Springs, CO 80901-1478 (719) 633-4713 (719) 633-9508 FAX 5.2.5.3 — PAGE 1 A C CORD CERTIFICATE OF LIABILITY INSURAN DATE(MMIDDIYY) 11/15/01 Lockton Companies of Colorado 4500 Cherry Creek Dr. S., #400 Denver Co 80246-1532 Phr :303-753-20DO Fax:303-753-2099 INSU,, The Neenan Company 4Archistrvction) M17 620 E. Prospect Rd. #100 Fort Collins CO 80526 COVERAGES ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER A: ST. PAUL FI INSURER 8: NATIONAL UN INSURER C: Pinnacol AS INSURER D: FIREMAN IS F INSURER E: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OFINSURANCE POLICY NUMBER FOLICY EFFECTIVE DATE MIDD POLICY DATE MMRI LIMITS A GENERAL LIABILITY X COMMERGALGENERAL LIABILITY CLAIMS MADE F7xOCCUR KK08301471 0l/01/O1 01/01/02 EACH OCCURRENCE $1 , 000 , 0 0 0 FIRE DAMAGE (Anyone fln) $100,000 NED EXP(Any one person) $5 000 PERSONAL S ADV INJURY $1 , 000 , 000 GENERAL AGGREGATE $2,000,000 GEML AGGREGATE LIMIT APPLIES PER: 17 POLICY X jECO7 LOC PRODUCTS -COMPIOP AGO $2,000,000 A AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS. KKOB301471 01/01/01 01/01/02 COMBINED SINGLE LIMIT (Ea eeeldent) $ 1,000,000 X BODILY INJURY (Per Peron) S X BODILY INJURY (PerexMent) $ X PROPERTY DAMAGE (Perecddent) $ 4E LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC AUTO ONLY: AGO $ $ B EXCESS LIABILITY X OCCUR 7CLAIMSMADE DEDUCTIBLE RETENTION S BE7409416 - 01/01/01 01/01/02 EACH OCCURRENCE $25 , 000 , 000 AGGREGATE $25,000,000 S $ S C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY 4025258 COLORADO ONLY 01/01/01 01/01/02 X TORY LIMBS ER E.LEACHACCIDENT $100,000 E.L DISEASE - EA EMPLOYEE S10D, 000 EL DISEASE - POLICY LIMIT $500,000 D OTHER Workers Comp All Other States WC80871837 - 01/01/01 O1/O1/02 Limit $100,000/ $500,000/ $100,000 DESCRIPTION OF OPERATIONSR.00ATIONSIYEHICLESIEXCLUSKINS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS RE: Second Sheet of Ice at EPIC. r=n I rrra.w I c nvwcn d I ADDITIONAL INSURED; INSURER LETTER: CANCELLATION CITF016 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN City of Fort Collins NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL Attn: James B. lII Dir. of Purchasinging & Risk Mgmt IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR 215 N. Mason, 2nd Floor REPRESENTATIVES. Fort Collins, CO 80522-0580 ALIT HORL&D REPRESENTATIVE 5.2.5.4- PAGE 1 November 12, 2001 Mr. James B. O'Neill II The City of Fort Collins 215 N. Mason Fort Collins, CO 80522 RE: THE NEENAN COMPANY SECOND SHEET OF ICE AT EPIC PROPOSAL P-812 Dear Mr. O'Neill: Lockton Companies of Colorado, Inc. handles the insurance and surety bond requirements on behalf of The Neenan Company. Their bonds are have been underwritten by Travelers Casualty and Surety Company of America since 1994, and are issued through our office. Travelers Casualty and Surety Company of America has a 2001 A.M. Best rating of A++, XV, and is authorized to do business in the State of Colorado. Travelers Casualty and Surety Company of America has approved bonds for The Neenan Company for single projects in excess of $40,000,000 with an aggregate program in excess of $125,000,000 available to them. The total cost to complete for all bonded work at this time is approximately $3,500,000. Based upon their current and anticipated workload, The Neenan Company has the bonding capacity available, should the referenced project be awarded to them. Since inception, The Neenan Company has developed an excellent reputation with owners, architects, subcontractors and suppliers, and is recognized as a highly competent and professional contractor. We are very pleased to recommend this fine contractor to you. If you should need additional information, please do not hesitate to call. Sincerely, LOCKTON COMPANIES OF COLORADO, INC. Shelley Czajkdwski Assistant Vice President cc: The Neenan Company Travelers Casualty and Surety Company kaf _.'..1 9 art•. ,_-, 1.! 1 .l�,Ju;:. n 5.2.5.5 — PAGE 1 00 First National Bank November 27, 2001 James B O'Neill, II, CPPO, FNIGP Director of Purchasing and Risk Management City of Fort Collins Purchasing Division 215 N. Mason St. P O Box 580 Fort Collins, Colorado 80522-0580 Re: The Neenan Company Dear Mr. O'Neill: Boardwalk Office R/E Department RO. Box 272500 Fort Collins, CO 80527-2500 970.29t.9690 The Neenan Company(TNC) has been a customer of First National Bank, since it was organized in the early 1970's. TNC is a valued customer of First National Bank. First National Bank has provided a variety of banking services including checking, loans, trust and cash management. First National Bank has extended credit to TNC in the form of lines of credit, equipment, interim and term real estate loans, and letters of credit. Recently, the combined credit extensions have totaled in the low 8 figure range. All dealings have been as agreed or better. TNC has maintained deposits at First National Bank in the low to moderate 7 figure range. First National Bank has contracted TNC on several occasions to do new construction and remodel work. They have been excellent to deal with. The projects have been completed on time or sooner and the final product has been of the highest quality. First National Bank looks forward to providing banking services to TNC in the future. Sincerely, James H. Trupp Vice President 5.2.5.6 — PAGE 1 5.2.6 N E E N A N KEY PERSONNEL Overview The project team assembled for this project has worked together under a design/build delivery model on over a dozen past projects. The familiarity of the team members with each other and with the Neenan Archistruction® process will be of great value to the City and help ensure the seamless delivery of the project requirements. The primary roles and responsibilities of each team member follow; however every team member will assist in insuring that the collective responsibilities described here are successfully carried out. Resumes on each team member follow at the end of this section. Resumes or company profiles of below team follow this page: Neenan Team Bob Meserve, Senior Project Manager, Project leader Tim Stern, Project Manager Steve Burns, Pre -Construction Manager Mike Mesa, Superintendent Chris Wesche, Project Architect Bob Hosanna, Design Architect Jon VanBenthem, Job Captain Consulting Gilfillan Callahan Architects, Inc. Architect Patrick J. Callahan, Principal Architect Subcontractor/ Commercial Refrigeration Consultants Design Mechanical Merit Electric BHA Design Proposal to City of Fort Collins 5.2.4.6 -Page 1 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A N 5.2.6.1 BOB MESERVE Senior Project Manager Responsibilities Pre -construction responsibilities include estimating, budget control, design input, schedule and constructability review, product selections and owner coordination. Construction responsibilities include contract administration, cost control, subcontractor negotiations, project buyout, project scheduling and project closeout. Experience Bob has provided comprehensive project delivery services for 20 consecutive years for projects ranging from $100,000 to over $50 million. His experience includes both large and small projects and a thorough knowledge of building codes, permitting and other regulatory processes and worked extensively in pre -construction and construction phases of the projects. Pre -construction experience involvement has included design input, schedule and constructability review, product selections, procurement, estimating, and budget control. Representative Fort Collins City Building A 72,000 sf, three-story administration building for Projects Fort Collins, CO the City of Fort Collins. ConAgra Foods A 102,000 sf, three-story Corporate Headquarters Greeley, CO office building located in the Promontory Subdivision. McWhinney Office, #2 A 35,000 sf multi -tenant office building. Loveland, CO New Belgium Brewhaus 18,000 sf micro-brewhaus addition Addition Green/sustainability building concepts used Fort Collins, CO throughout design and construction of project. Woodmen Office Campus Phased campus project consisting of three site Colorado Springs, CO cast office buildings. I — a 79,000 square foot two- story building featuring fiber optics, a flexible zoned heat pump system and 7 watts of power per square foot. II— a 75,000 square foot two- story building designed for flexible tenant configurations and technology requirements. III — a 46,000 square foot three-story office building. Proposal to City of Fort Collins 5.2.6.1 —Page 1 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E N A N TimSTERN Project Manager Responsibilities Pre -construction responsibilities include estimating, budget control, design input, schedule and constructability review, product selections and owner coordination. Construction responsibilities include contract administration, cost control, subcontractor negotiations, project buyout, project scheduling and project closeout. Experience Three years as an Assistant Project Manager and three years as a Project Manager. Representative Hunter Douglas #5 Projects Broomfield, CO DPC Genesee Point Office Genesee, CO Quantum SSPG Colorado Springs, CO New Belgium Brewhaus Addition Fort Collins, CO Union Medical Campus Phase II Colorado Springs, CO Quantum PSG Colorado Springs, CO New office and manufacturing building for window shade manufacturer (170,000 sf). New office building in Genesee Office Park including finished office space (52,000 sf). New research and production fab for the tape drive business unit (440,000 sf). 18,000 sf micro-brewhaus addition. Green/Sustainability building concepts used throughout design and construction of project. Multi -tenant surgical and diagnostic facility housing MRI and related equipment (55,000 sf). Computer tape storage manufacturing facility (50,000 sf). Proposal to City of Fort Collins 5.2.6.1 —Page 3 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E N A N 5.2.2 TABLE OF CONTENTS 5.2.3 Statement of Understanding 5.2.4 Team Organization and Management Plan 5.2.4.1 Organizational Chart 5.2.4.2 Team Member List 5.2.4.3 Project Team Roles and Responsibilities 5.2.4.4 Management Plan 5.2.5 Project Experience and Qualifications 5.2.5.1 Design/Build Projects Of Similar Scope 5.2.5.2 Project Experience and Qualifications 5.2.5.3 Legal Evidence of Form of Business/Credit Application 5.2.5.4 Certificate of Insurance 5.2.5.5 Bond Verification Letter 5.2.5.6 Banking Relationship Letter 5.2.6 Key Personnel 5.2.6.1 Resumes of Neenan Personnel 5.2.6.2 Resume for Consulting Architect 5.2.6.3 Resumes For Sub -Contractors and Consultants 5.2.7 Design Process 5.2.7.1 Narrative 5.2.8 Project Cost, Schedule, and Quality Control 5.2.9 Guaranteed Maximum Price 5.2.9.1 Detailed General Conditions Cost Breakdown Project Construction Cost Breakdown, With Design, and Pre -Construction 5.2.9.2 Project Cost/Design Options Listing 5.2.9.3 Outline Specifications 5.2.10 Schedule 5.2.10.1 Schedule Narrative 5.2.10.2 Project Schedule 5.2.11 Proposal Security 5.2.12 Required Schematic Drawings 5.2.12.1 Design Statement 5.2.12.2 Site Plan 5.2.12.3 Floor Plan 5.2.12.4 Elevations 5.2.12.5 Building Sections 5.2.12.6 3-D Computer Images 5.2.12.7 Building Code Study Proposal to City of Fort Collins 5.2.2 —Page 1 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E N A N STEPHEN BURNS Pre -construction Project Manager Responsibilities Pre -construction responsibilities include estimating, budget control, design input, schedule and constructability review, product selections and owner coordination. Construction responsibilities include contract administration, cost control, subcontractor negotiations, project buyout, project scheduling and project closeout. Experience Steve has been working in the construction industry for over 13 years, 8 of which have been in the municipal sector. His involvement in these municipal projects has been from both the Owner and Contractor perspectives. Project sizes have ranged from $100,000 to $205 million. His experience includes several fire stations and public safety facilities. During his career he has held the following positions: Project Manager, Chief Estimator, Scheduler, Cost Analyst, Field Engineer, Surveyor, and Assistant Civil Engineer. His wide range of experiences allows him to be involved from the conceptual stage through project closeout, ensuring both continuity and customer value. Representative Providence Ice Center Projects Windsor, CO ConAgra Corporate Headquarters Greeley, CO Design -Build pre-engineered metal building including sheet of ice, locker rooms, retail, multi- purpose room and mezzanine seating area. A 102,000 sf three-story office building with full service cafeteria, backup generator, UPS, training center, and exercise room on a 22 acre site. Latimer County Sheriff A 36,500 sf two-story office building with 911- Administration Building dispatch center, emergency operations center, Fort Collins, CO bioenvironmental drying rooms, crime lab, and open office areas. Building features also included access control security system, microwave communication tower, fiber optic link to adjacent detention center, and daylighting system. City of Ft. Collins Office A 72,000 sf, three-story administration building for Building, Fort Collins, CO the City of Fort Collins. Colorado State University 12,000 sf Level 3 infectious disease research Bioenvironmental Hazard laboratory. Including sealed containment areas, Research Facility redundant HVAC systems, and laboratory Fort Collins, CO equipment. Windsor Joint Use Pre-engineered metal building co -owned by the Maintenance Facility City of Windsor and Weld County RE-6 School Windsor, CO District. Building housed maintenance vehicles and miscellaneous workshops. Proposal to City of Fort Collins 5.2.6.1 — Page 5 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A N MIKE MESA Superintendent Responsibilities Planning and executing the field work, including scheduling and directing subcontractors on the jobsite; maintaining all on -site records required by city, county or utility authorities; responsible for the layout and dimensional control of the structure, monitoring the completed work for compliance with the contract drawings and specifications; coordinating the quality control program for the project, working with the Project Manager and General Superintendent during the pre -construction phase of the project. Experience Mike has provided construction supervisory services for the past 17 years. His experience includes office campus construction, speculative office, multi -tenant office building, research and development, warehouse, and other projects. Representative Hunter Douglas A 170,000 sf warehouse, production and two-story Projects Office office building. Fort Collins, CO McWhinney Office #2 A 35,000 sf multi -tenant office building. Complex Loveland, CO McWhinney Bank A 22,000 sf bank and office space. Office Loveland, CO JP Lamborn A 30,000 sf warehouse addition. Warehouse Addition Denver, CO Diagonal Technology A 122,000 sf research and development campus. Center Longmont, CO ST Microelectronics A 60,000 sf tenant finish for an engineering firm. R & D Tenant Longmont, CO Proposal to City of Fort Collins 5.2.6.1 -Page 7 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A N CHRIS WESCHE Project Architect Responsibilities Responsible for planning, programming project design, construction documents, job -site observation, and coordination with regulatory agencies. Experience Over 10 years experience with projects ranging from $100,000 to $10 million. He has coordinated and developed the design and construction documents for a variety of projects, including advanced technology projects, retrofitting and upgrading cleanrooms, large redevelopment projects, and design and construction for new industrial and office facilities. Representative Xilinx A 130,000 sf, two-story office building. Phase 1 of Projects Longmont, CO a planned six building office campus totaling 550,000 sf. Flextronics Building 2 A 130,000 sf electronics assembly facility that is Longmont, CO part of a 5 building campus. Flextronics Building 1 A 20,011 sf addition to an operating electronics Longmont, CO assembly facility design/build in less than 10 weeks. New Belgium Brewhaus 18,000 sf micro-brewhaus addition Addition Green/sustainability building concepts used Fort Collins, CO throughout design and construction of project. HP Realiabilty Lab Clean environment to support wafer production Fort Collins, CO including silicon test, vibration, process test with utilities. Balzer's Thin Films A 20,000 sf Class 1000 cleanroom facility for the Golden, Co thin film coatings industry. Graphic Packaging A 290,000 sf corporate headquarters and Golden, Co manufacturing facility. Diagonal Tech Center A 120,000 sf speculative industrial, R & D and Longmont, Co office space. Baker Instruments A 40,750 sf R & D and production facility for Fort Collins, Cc electrical testing equipment. DIBC 70,000 sf 1-story office. Denver, CO Proposal to City of Fort Collins 5.2.6.1 — Page 9 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E N A N H. ROBERT HOSANNA Project Architect Responsibilities Responsible for planning,_ programming, schematic project design, construction documents, job -site observation, and coordination with regulatory agencies. Experience H. Robert Hosanna has provided 20 years of design services to the Neenan Co. His experience includes medical facilities, food service facilities, micro -brewing facility, banking facilities, retail centers, industrial/manufacturing facilities, but his primary emphasis has been office facilities ranging in size from 12,000 S. F. to 120,000 S.F. Robert's experience with an international interior design firm before coming to Neenan rounds out his ability as both registered architect and interior designer. Representative The Group 27,500 sf two-story office building. Projects Fort Collins, CO St. Joseph's School Design -build for an addition and renovation Fort Collins, CO project. This project included a classroom and cafeteria addition, and the remodel of the existing gymnasium. This project was partially performed with the school in operation and allowed for minimal disruption to existing activities. New Belgium Brewhaus 18,000 sf micro-brewhaus addition. and Addition Green/sustainability concepts used throughout Fort Collins, CO design and construction of project. ConAgra 102,000 sf, three-story corporate office. Greeley, CO First National Bank Banking Headquarters for First National Bank in Loveland, CO Loveland (12,000 sf) J-1-T Institute of Corporate Headquarters (50,400 sf) Technology Englewood, CO Neenan Company Corporate Headquarters, seminar facility Fort Collins, CO (40,000 sf) Proposal to City of Fort Collins 5.2.6.1 -Page 11 November 28, 2001 Second Sheet of Ice at EPIC (P-S 12) N E N A N aJON VINCENT VAN BENTHEM Project Architect Responsibilities Responsible for planning, programming, project design, consultant coordination, construction documentation, job -site observation, field coordination, and coordination with regulatory agencies. Experience Jon is a Licensed Architect in the State of Colorado. His experience includes a few years in Chicago working with Gilfillan & Callahan, Architects primarily in the recreational, medical, & educational arenas. Since moving to Colorado in 1996, he has worked in office, light industrial, and R&D product types as well. He has recently completed work on 1899 Wynkoop, a 9-story high-rise in downtown Denver and assisted on the New Belgium Brewery Brewhaus Addition in Ft. Collins. Representative Oak Lawn Ice Arena Projects Oak Lawn, Illinois Rockford Ice Arena Rockford, Illinois Elk Grove Cancer Care Center Elk Grove, Illinois Berkeley School District 87 Berkeley, Illinois Pacifica Inverness Office Building Denver, CO Park district ice arena w/ pro shop, fitness facilities and some leased retail. 68,000sf Park district ice arena/Family entertainment plaza. 74,000sf Linear accelerator addition to an existing cancer care facility. 60,000sf General Life Safety upgrades as well as facilities expansion and re -development. 5-story leased office building. 100,000sf Quantum 3-building campus Colorado Springs, CO Office/ Assembly/ Warehouse facility 1899 Wynkoop Office Tower 9-story leased high-rise office building Denver, CO 170,000sf Canyon Point 2 2-story office building. 28,000sf Golden, CO Proposal to City of Fort Collins 5.2.6.1 —Page 13 November 28, 2001 Second Sheet of Ice at EPIC (P-812) PRINCIPAL REGISTRATION Illinois Architect Michigan Architect PROFESSIONAL American Institute of ASSOCIATIONS Architects EDUCATION University of Illinois, Urbana -Champaign, IL Master of Architecture Bachelor of Science PROJECT Berkeley SO 87 EXPERIENCE Palatine CCSD 15 Arbor Park SO 145 Rondout SO 72 McHenry CHSD 156 Harrison SO 36 Hillside SO 93 Palos Heights SO 128 Saratoga SD 60c Blue Island SO 130 West Aurora SO 129 Keeneyville SD 20 North Shore SD 112 PAEC Special Education Chicago Public Schools Oak Lawn Library Bridgestone/Firestone Six Flags Great America Edward Hospital PCS PrimeCo Mitsubishi Patrick J. Callahan In his eleven years of experience as a design professional, Mr. Callahan has developed a comprehensive understanding of all facets of the practice of Architecture, and has been recognized by clients and peers as a skilled project manager. His background and experience in managing complex school remodeling and life -safety projects gives him the insight necessary to tackle the toughest of architectural assignments. Patrick understands the complexities of construction projects. He believes that architects need peripheral vision to understand and plan for the impact that new construction and remodeling has on the client's daily activities. Looking beyond the edge of the AutoCAD image is essential for successful project implementation. Patience, understanding, and tenacity are required to ensure timely project delivery and effective cost control. Mr. Callahan has demonstrated these attributes in efficiently managing public and private building projects both under previous employment and as a principal project architect at Gilfillan Callahan Architects. Mr. Callahan, who serve as a Commissioner of the Batavia Park District, is dedicated to quality in the built environment. He realizes the important role that buildings play in our community. Not only in providing places for programmed activities, but also as settings for essential human interaction. His personal commitment to excellence in the design and construction of these very essential facilities is evidenced by a long list of satisfied clients and users. G9frgan=aDahan Architects, Inc. itOfi or,,,oraTq -rr. ht? iC i0 3 fm VEF do, _ 50c :JS'S 5.2.6.2 — PAGE 1 COMMERCIAL '1P I I REfRlqERATION Inc Commercial Refrigeration Inc., an Edmonton (Alberta, Canada) based Commercial Refrigeration Inc. is able to provide any contractor, has been involved in the design, manufacture, installation and of the following on a DESIGN/CONSTRUCT basis: service of artificial ice plants for ice arena and curling rinks for the past 35 Advisory and Consulting Services years. During this time we have had involvement in the installation of some 300 • Conceptual Planning of new facilities to meet the specific requirements of the market, while different rinks - from small facilities to large 10,000 seat arenas. We have maintaining the highest standards of ice quality, accumulated a broad base of experience that is second to none in our field. energy efficiency and project budgets Commercial Refrigeration Inc. specializes in the Sport and Recreational Ice Artificial Ice Refrigeration Systems industry. Our expertise is in the design, manufacture, construction, installation, and service of artificial ice refrigeration plants and rink floors. Indusfial duty refrigeration plant of any type or size complete with: Our focus is to provide energy efficient, durable, and serviceable systems that will produce the absolute best quality ice available! We not only ♦ Environmentally friendly products design for it ... we insist on it! • Industry leading components and design To ensure high quality workmanship, our staff consists of specialists in the * Electrical System and Controls refrigeration, electrical, and welding trades. ♦ Operating and Maintenance instmctions With 35 years in the business and some 350 projects completed, we have • Detection and Safety Equipment grown from a basic refrigeration service company to aleader in the ♦ artificial ice industry. Computerized Control System Advisoryand Services are g part of the package we offer. Each Ice Rink Floor Systems project receives individual. design consideration to best suit its specific ♦ Patented high efficiency under floor rink piping. purpose. ♦ Concrete or Sand Ice Rink Floor System and Our projects have ranged from small two sheet curling rinks, to large Accessories commercial three rink arenas, both indoor and outdoor. Other projects include ice plants powered by natural gas engines, ground freezing units • Cooling and Under floor Heating Systems for construction in unstable soil conditions, and numerous other specialty ♦ Sand Bedding and Floor Insulation .projects. After -sales service is important, and at present we service many ♦ Installation supervision and support rinks throughout North America. ♦ Design and Drawings for the Construction by the We have extensive involvement in the U.S. Market, having completed rink Owner of Rink Periphery Accessories, such as: projects in Illinois, West Virginia, Georgia, North Carolina, Pennsylvania, Header Pipe Trenches New York, Indiana, Texas, New Mexico, California, Ohio, Colorado, and Nevada. Commercial also has completed projects in Canada, New Zealand Dashboard Base and Supports and Russia. Shaved Ice Melting Pit Commercial's parent is Vector Industries Inc. of Edmonton, a 35 yew old Heat Recovery & Energy Systems company which is one of the largest refrigeration companies in Canada. Companies in the Vector group are engaged in other aspects of the • Waste Heat Recovery for: refrigeration business including HVAC, Supermarket Refrigeration, ♦ Under floor Heating Industrial Refrigeration, and Refrigeration for Natural Gas Processing. ♦ Shaved Ice Melting Coil Commercial's affiliation provides access to technical expertise and capabilities in these other aspects when required, while allowing ♦ potable Water Preheat Commercial to maintain it's focus on Recreational Ice Refrigeration. The • Dehumidification Vector affiliation also brings increased stability and financial strength. • Water Recovery and Reuse of: HEAD OFFICE and SALES California Office Melted Shaved Ice Commercial Refrigeration Inc. g Commercial Refrigeration (USA) Inc. Dehumidifier's Water 421-116 Ave. N.W. 22748 Boxwood Lane Rain Collection Edmonton, Alberta Saugus, CA Canada 176S 1G3 USA 91350 • Low Emissivity Ceiling for Ice Rink Toll Free: 1-800-414-0990 Toll Free: 1-800-414-0990 ♦ Infrared Ice Temperature Monitoring and Control Phone: (780) 449-0990 Phone: (661) 263-8593 • Demineralized Ice Flooding Water System Fax: (780) 464.4077 • Ice Banks for Building Air Conditioning Email: info(@.ig?,arena.com Proposal to City of Fort Collins 5.2.6.3 Page I November 28, 2001 Second Sheet of Ice at EPIC (P-812) ICE ARENA FACILITY EXPERIENCE Design Mechanical, Inc. will be performing mechanical engineering services for the facility HVAC and plumbing, including integration of the ice plant and related components. In addition, Design Mechanical, Inc. will install the HVAC systems. Project Description Customer Completed Construction Performed by Design Mechanical or Key Employees East Boulder YMCA New +/- 60,000 SF Wyatt Construction 12/98 Arapahoe & US 287 Athletic Club & Ice Rink Design Build Denver Country Club Replace Ammonia Refrigeration Denver Country Club 10/83 System for Ice Rink University of Colorado Replace Student Rec Center University of Colorado 10/82 Ice Rink, Rink Piping Design Performed by Design Mechanical or key employees Mesa Verde Sports Club HVAC/Plumbing Design City of Mesa, AZ 2004 For 3-Sheet Ice Arena Indoor Water Park & 12-Story Hotel/Condo Northeastern University HVAC Energy Upgrades Northeastern University 1993 Student Rec Ctr Ice Rink Boston, MA World Arena New Ice Arena HOK Sports 1994 Univ. Southern Maine HVAC Energy Upgrades Univ. Southern Maine 1995 Student Rec Ctr Ice Rink PreConstruction Performed by Design Mechanical or Key Employees Pepsi Center New Hockey/Basketball/Events M.A. Mortenson Budgeting Center & Practice Rink 1994-1998 City of Westminster New Ice Arena Tamminga Construction Budgeting (Sun Arena) 1996,1997 Lowry Ice Arena Ritchie Center 2 Ice Rinks Existing Hanger Building Hockey/Basketball/Events Center & Practice Rink Etkin Construction Budgeting 1996 Calcon Construction Budgeting 1996 5.2.6.3 — PAGE 2 .A.erit Integrity Skill tn.gination Established in 1984, Merit Electric is a full service electrical contractor specializing in design -build electrical construction and electrical maintenance services. A major factor in our success has been our exceptional ability to perform as part of a design -build team. We've completed numerous major design -build projects with contracts ranging from $50,000 to over $6,500,000, totaling more than $25,000,000 annually in sales. In the process, we've developed a powerful system that allows us to establish preliminary budgets, assist the architect and owner in analyzing alternates and options, prepare complete plans for permit and construction, and install the systems at a pace that's unequaled in our market, all while consistently providing superior overall value to the building owner. Our design -build project list includes such high -profile projects as the following: • Hunter Douglas in Broomfield (entire complex, including one office building and three production buildings totaling over 300,000 square feet) • Xllinx Building I in Longmont is a 130,000 square foot administrative building for a high tech manufacturing facility • Bren Shrelber in Inverness Park is a 6 story office building at 180,000 square feet, with a 4 story parking structure. • Mack Cali/Woodward Clyde is the tenant for the above Bren Scheiber building. This tenant build -out encompassed the entire building, and our design/build efforts were pretty much ongoing at the same time. • RSA Building was a 70,000 square foot office building. • Shea Building I is a 118,000 square foot core and shell building for future tenants • Shea Building II is a 134,000 square foot building, also for future tenants. • 16 Market Square is a 256,000 square foot multi -use building. There are 3 floors of subterranean parking, with an 8-story building above; 1 floor of retail, 5 floors of Class A commercial and 2 floor of high -end multi -family units. • Maxtor is a 490,000 square foot mid tech facility in Longmont, Co. • Flextronics is a 120,000 square foot low -tech facility in Longmont, Co. • Conagra is a 102,000 square foot office facility in Greeley, Co. • Graphic Packaging is a 300,00 square ft. Coors packaging facility. • New Belgium Brewery assorted projects. Our customer satisfaction level is so high that more than 80% of our design -build projects completed have been done for repeat customers. We take great pride in that Fact! 5.2.6.3 — PAGE 3 L1CSl R BHA Design Company Profile BHA Design Inc. is a landscape architecture and planning firm established in January of 1993. The fine size is currently 9 full-time landscape architects and one administrative assistant. BHA provides landscape architecture, planning, urban design, and graphic design services to both public and private clients in a variety of settings. Our capabilities include expertise in landscape architecture, urban design, land use planning, graphic design, and public participation. Our company is driven by two philosophies: Innovation and Customer Service. Innovation to us means striving to provide our clients with environmentally responsive designs that are unique, attractive, and contextually sensitive. We find that each project setting provides its own unique attributes that provide clues to the new and interesting design solutions. By understanding the site parameters, combined with the program elements of the client, we are able to develop solutions that are site sensitive, responsive, and have a unique sense of place. Our second major philosophy, customer service, means more than just meeting deadlines and budgets, although those certainly are significant. It also means providing our clients with constructive recommendations and constantly searching for ways in which to provide better solutions. Friendliness and courtesy are essential ingredients of our means of communication. BHA is highly capable with electronic technologies including AutoCAD 2000i for drafting, 3D Studio Vis for real time visual flythrough and still life simulations, Adobe and Corel for graphic design and, Microsoft Project for scheduling. We have capabilities to interface with different word processing formats including both MS Word and Corel WordPerfect. BHA maintains a DSL line to all computers and is able to rapidly transfer data and drawings electronically. omp¢ny ro e e bha design, ine. 5.2.6.3 — PAGE 4 N E E N A N 5.2.13 Proposed Commissioning Plan 5.2.14 Proprietary Information Not Applicable 5.2.15 Appendix 5.2.15.1 The Neenan Company Neenan Reliability Planning System (NRPS) Neenan Collaborative Design Process (CDP) STAR Safety Program Project Profiles Letters of Recommendation 5.2.15.2 Gilfillan Callahan Architects, Inc. 5.2.15.3 Commercial Refrigeration 5.2.15.4 Design Mechanical 5.2.15.5 Merit Electric 5.2.15.6 BHA Design 5.2.15.7 Life Cycle Information Proposal to City of Fort Collins 5.2.2 — Page 2 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E N A N 5.2.7.1 DESIGN PROCESS Design Unique to The Neenan Company is our Archistruction® process. This outgrowth of the Overview more traditional design/build approach is a process of concurrent design and construction developed by Neenan, which is continuous and collaborative. Through this process, Neenan has been able to achieve a performance history of 1 Y2% average change orders with extremely happy clients, and has never been in court with any of those clients in our 30 year history. Our Archistruction® process brings the Owner, project team, and all major stakeholders together earlyto establish Conditions Of Satisfaction for the project, and often (typically weekly) to insure that those conditions are being met on an on -going basis. The budget evolves continuously as the design is developed and refined, so pricing feed -back is immediate as options are considered and allows for informed decision making by all stakeholders. Value engineering is a continuous process with ArchistructionO and is in sharp contrast to the traditional use of the term "value engineering", which typically occurs only when there is a budget problem, and typically degenerates into "value elimination". Design For The Second Sheet of Ice at EPIC, The Neenan Company will follow the design Process and process steps of Schematic Design (SD), Design Development (DID), Construction Sequence Drawings (CD) and Building Permitting. Schematic Design represents the first 15% of our effort; it is completed when the major building systems are selected, all major building components have determined, and the City of Fort Collins has accepted the design. Design Development is the next 25% of our effort, where the team studies the mid -level details and systems interfaces in the building and coordinates the site information to 90%. Construction Drawings is the next 45% of our effort; it is the final detailing, dimensioning and coordination of the project. One of the first requirements in our design process is to perform a comprehensive building code review to verify the occupancy, construction type, and resultant construction requirements for the facility. To verify that our design assumptions are valid, Neenan has performed a Code Review Study, which is included at the end of this section. Based on this study, it was determined that a two-hour separation will be required between the new and existing facilities, and our plan reflects this requirement. At this time, we have not undertaken to verify if the existing facility meets current code requirements. Team/Owner The following matrix indicates the level of involvement in each phase by the primary Involvement team personnel. The number in the box represents the average days per week of involvement. Proposal to City of Fort Collins 5.2.7.1 —Page 1 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A N SD DID CD PERMIT City of Fort Collins Owners Representative Twice The Ice Representatives EPIC User Representatives Chris Wesche —TNC project architect 5 5 5 5 Tim Stern — TNC project manager 21 3 51 5 Pat Callahan -Consulting Architect 1-2 0-1 0-1 0 Bob Hosanna - TNC design architect 2-3 1-2 2-3 1-2 Brennan Schumacher — Merit engineer 2-3 2-3 5 1 Bob Roth — Merit estimator 2-3 2.3 1 0 Dory Ross — Design Mech engineer 2-3 2-3 5 - 1 Steve Larson — Design Mech estimator 2-3 2-3 1 0 Nick Nothhaft — Nothhaft Fire designer/estimator 1-2 11 3-41 1 Gary Howell - HGH structural engineer 1-2 5 51 1 Mike Stajduhar — TNC general superintendent 1-2 1 2 0 Steve Burns — TNC pre -construction manager 5 5 1 0 Mike Mesa - TNC superintendent 0 0 21 5 Owner We propose that the City's designated Owner Representative participate in Involvement regularly scheduled 2-hour working meetings each week with the project team through completion of CD's (Construction Documents). Design working meetings would then be held on a less frequent basis from permitting through construction and Owner involvement would be only as needed for key decisions. EPIC users/Twice The Ice meetings would be as needed beginning in SD (Schematic Design) to determine end user needs. It is desirable to work with users at least once a month to avoid changes late in construction, which can result in unnecessary cost and schedule delay to the Owner. In addition to these meetings, additional time must be allowed for the City Representatives, EPIC User groups, and Twice The Ice to make decisions, perform internal coordination, contract management, and related Owner requirements. Proposal to City of Fort Collins 5.2.7.1 —Page 2 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A N 5.2.8 PROJECT COST, SCHEDULE & QUALITY CONTROL Cost Controls Experience has proven that controlling budgets and costs is directly related to the ability of the client and design team to work together and communicate frequently. Working closely together promotes clear communication and allows client program wishes to control and justify construction cost estimates. The Neenan Company process promotes early and frequent meetings with the Owner to insure that this happens. The assembled Neenan Team will work closely with the City of Fort Collins, meeting weekly to establish and monitor project schedules and budgets, and to resolve issues, discuss options, and convey design progress. Our precise cost estimating and effective communication will help keep budgets accurate and under control. Cost Control Our process is unique to the construction industry. The key distinctions that follow, Process truly differentiate TNC from other firms, and will significantly impact the outcome of your project. We ask you to carefully consider these key distinctions as you evaluate your options. Preconstruction Services - Neenan's preconstruction services are the heart of our process and the key to our ability to be responsive to our customers' needs. Over the past 25 years, we have evolved our preconstruction capabilities to the point where we are quickly and accurately able to establish project budgets with limited information. This allows our customers to make cost decisions and consider options without expending time, dollars or human resources for rework after designs have already progressed well beyond the schematic stage. We are very accustomed to early conceptual pricing, given limited information, with a high degree of accuracy. We do this by utilizing an extensive historical cost database combined with deep inquiry as to customer needs and expectations, which are not typically apparent from preliminary plans or superficial program discussions. Additionally, we commit adequate time to extrapolating detail that may not be available from existing information. Our preconstruction personnel maintain close communication with the project team as the design evolves to provide immediate feedback on options and alternate cost considerations. This allows us to guarantee budgets much earlier in the process, and provides the Owner with a much higher level of predictability. Value Engineering - Many firms profess that they practice value engineering when in reality, they simply reduce costs by reducing scope or quality ("Value Elimination"). True value engineering requires that a project's components and systems are evaluated and challenged to determine which alternative solutions may provide a higher overall value to the client. When value engineering occurs after the design direction is set, it generally becomes a cost cutting exercise. By working with the design team during the design development process, true value alternatives can be explored and incorporated into the project. Proposal to City of Fort Collins 5.2.8 - Page 1 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A N City of Fort Project costs and construction quality will greatly affect the overall performance of the Collins EPIC facility as well as it's long-term occupancy costs. Our partnering process Involvement ensures that costs and quality are effectively controlled and monitored throughout the project and provides you with many benefits and protection not generally available with a traditional design -bid -build approach to construction. ❑ Construction budgets are established jointly with you and are verified at the conclusion of each step. ❑ City of Fort Collins is involved in all decisions related to design, cost, quality and schedule, including the selection of building systems and materials and all aspects of value engineering. ❑ Depending on the project delivery model, the selection of subcontractors and suppliers, which typically represent approximately 90% of the construction cost, can be done jointly with our client and is based on competitive pricing as well as demonstrated past performance and integrity of each subcontractor. ❑ Regularly scheduled meetings are held with you or your representative, the architect, consultants, project manager, site superintendent and major subcontractors to ensure adherence to cost, quality, safety and schedule requirements. Methods of Construction activities are monitored and controlled by experienced project managers Cost Control and site superintendents of The Neenan Company who have been involved in the and project since the design development phase. In the last three years we have Scheduling implemented three methods of tracking the critical aspects of projects from drawings, scheduling to cost control. The first method is the CDN Log, which allows the team to clearly follow the sequence of drawings. Any time new information is distributed, the entire team is made aware of changes or modifications. The CDN Log is a useful tool for managing the distribution of information and since we began using it three years ago it has proved to be a great asset for eliminating waste. The second method we use is the Open Items List, which is our tool for monitoring potential costs and value assessments of items being considered to be added to or deleted from the scope of the project. The Open Items List is reviewed weekly with the Owner and the team. This tool is extremely effective in keeping the team aware of the base estimate/contract price, and charts questions that, until answered, may require additional information or time. The third method is the Neenan Reliability Planning System (NRPS). NRPS is the foundation of Lean Construction and TNC's continuing effort to improve. Imbedded in NRPS are some extremely effective management tools we utilize to deliver more value to our clients at less cost. Proposal to City of Fort Collins 5.2.8 - Page 2 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A N In NRPS, planning is done at three levels - master schedule, eight -week look -ahead schedule and weekly work plan. The master schedule is the overall strategy and breaks work into smaller activity sequences without scheduling at this smaller activity level. It does schedule key milestones, which release large portions of work to other trades - long lead items and "big piece" activities; i.e., structural erection. The eight week look -ahead is the mid level schedule. Here the superintendent pulls detailed activities onto the eight -week look -ahead that "should" happen in eight weeks. Over the next six weeks, the project management team makes that work ready. They do this by removing the potential constraints like manpower, materials, safety, information, tools and prerequisite work. At the final and most detailed level is the weekly work plan. Once the work is made ready through the eight -week look -ahead schedule, the final two -week planning is done at the field foreman level. Work is broken down into work packages (one trade's work of five days or less duration), sequenced at a day by day level, measured at each week's end as to the percentage completed, reasons for non -completion of work noted and how to improve so that it doesn't occur again. We began implementation of NRPS in October 1998. The early findings demonstrate projects completed on time (without major stacking of trades near completion) to 25% early. This results in a higher quality project and a decline in subcontractor prices. Quality At weekly construction phase meetings, The Neenan Company and City of Fort Collins Control will walk the site and review quality, schedule, budget and cost control concerns. This process has led to strong teamwork relationships between the Neenan Team and the Owners. Communication, cooperation and understanding of the construction process are actively encouraged by Neenan in order to foster an atmosphere of total teamwork in delivering a successful facility. Our Quality Control Management Team (QCM Team), created in 1998, has a goal of continuous improvement of our projects through education, inspection and certification. We expect quality to be built into our projects, not repaired into our projects. Our Superintendents are tasked with providing a quality project and performing inspections during the course of construction with the help of the Project Manager to assure that we are meeting our quality commitments. If it is our client's desire, we will provide inspection reports to assure that quality is being built into the project. Proposal to City of Fort Collins 5.2.8 - Page 3 November 28, 2001 Second Sheet of Ice at EPIC (P-812) The Neenan Companv Second Sheet of Ice at EPIC 11/29/2001 rision Description Takeoff Quantity Total Cost/Unit Total Amount 010',General Conditions Project Manager .. _ Salaried - PM , 19.50 wk _- 3,140.00 /wk .,_ _. 61,230 '.Superintendent Salaried - Super 26.00 wk _ , 3,540.00 /wk 92,040 Copier Off Supply_ Copier , -__ 5.50 mnth 100.00 /moth 550 Water Cooler Supply_- Water Cooler 5.50 ninth 50.00 /mnth „. 275 'Jobsite Trailer Office - Jobsite Trailer 6.00 mnth 500.00 /mnth - ,. 31000 ,Temp Toilet Office - Temp Toilet ..-.,,.,,., __ --- _„_ 5.50 mnth 120.00 /ninth 660 ,Temp Storage Trailer _. Stor- Temp Storage Trailer 5.50 ninth 300.00/mnth___ _. Trailer Set-Up/Tear Down _ ':-Office -Trlr_Set-uprrear Down 1,1.00 Is _._. 500.00/Is .,_ __. 500 .Job Site ID Sign Sign Job ID Sign ;- , _ 1.00 pc Electric Bill (Temp Bec -_ MonthlyCharge 5.50 ninth 500.00 /ninth Water Bill Water-MonthlyCharge - _ 5.50 ninth 100.00 /mnth 550 ':;Storm Drainage Bill !Temp Storm - Monthly Charge ...,, 5.50 mnth .,,. 150.00 /mnth 825 LTemp Water Service Install _._ .... Temp Water Sent Install ....- 1.00 pc _. 100A0 /pc Professional Services - Survey_ _Prof Sere..-_Survey/Layout 1.00 hr - 75.00 /hr ,. _.,,. 75_ 020 Sitework Temporary Protection 32 302.00 sgft 0.02 /sgft 484 Temporary Fence 32 302.00 sgft 0.15 /sgft 4,900 Selective Structural Demo 32,302.00 sgft 0.16 /sgft 5,000 _. Site Demo 32,302 00 sgft -_ 0.62 /sgft 19,961 Site Demo Sawcut Cone _32,302.00 sgft 0.01 /sgft 200 _ Site Demo Sawcut Asphalt _ _ 32,302.00 sgft '- -- 0.01 !sgft_ _ 1 _ 400 Clear/Grub - Site 32,302.00 sgft 0.06 !sgft - 1,826 - Strip/Stock - Topsoil_ 32,302.00 sgft 0.00 /sgft-.- 94 Site CuVFill 32,302.00 sgft 0.95 /sgft 30,606 Site Overexcavation -- - 32 302.00 sgft - - 0.40 !sgft - 12,906 - Rlp/Recompact Paving 32,302.00 sgft 0.03 /sgft 889 Replace Topsoil __- - - -- 32,302.00sgft -:_ - - 0.03/sgft - 896 Building Grading 32,302.00 sgft 0.07 /sgft - 2,393 Curb/Gutter/Pavement Grading_ 32,302.00 sqft 0.03 /sgft_ - 1,051 Earthwork Mobilization ,, 32,302.00 sgft 0.03 /sgft ._ 1,000 IExcav/Trenchmg- Structural i 32,302.00sgft 0.02/sgft _ _. 730 Haul off Caisson Spoils 32 302.00 sgft 0.04 /sgft _ 1,116 Machine Backfill/Compaction __- 32,302.00 sgft 0.25 /sgft 8,202 _ _ Import Fill and Compact 32,302.00 sgft 0.72 /sgft 23,149 Subbase Material - 32,302.00 s ft 0.09 /s ft 2,907 Section 5.2.9.1-Page 1 The Neenan Company Second Sheet of Ice at EPIC 11/29/2001 ,ision Description Erosion Control :.Caisson Dulling/Casing __ (Place Caisson Concrete Site Storm Draina4e Asphalt Pvmnt Patch !Asphalt Pvmnt Place_ iC&G Form/Place C&G Cone Matl 'Cone Sidewalk - Form/Place !Cone Sidewalk - Cone Matl Allowance Landscaping 030' Concrete Form/Place -_Wall Footing j Form/Place - Trench Form/Place - Int Curb/Pad/Pit Form/Place - Ice Pit Concrete Accessories Conc Access SOG Exp Joint Rebar - Foundation Reber - Caisson Reber - Trench Reber - Site Cast Panel Takeoff Quantity Total Cost/Unit Total Amount 32 302.00 sqft 0.91 /sgft � 29,300 32,302.00 sgft_ _ 0.54 /sgft 17 354 32,302.00 sqft 0.16 /sgft 5,032 32 302.00 sgft _ 0.19 /sgft_, 6,200 32 302.00 sgft 0.22 /sgft 7,000 32,302.00 sqft 0.18 /sgft_ _ 5,833 32,302.00 sqft 0.02 /sgft 469 32,302.00 sqft_ 0.01 /sgft - _255 32,302.00 sqft 0.07 /sgft 2,162 32,302.00 sqft __- _ 0.02 /sgft 733 -- qo qn� nn enfi 1 qR /enft ca onn 0.27 0.02 1 _160 1.250 763 Cone Matl Wall Footing 32 302.00 sgft 0.02 /sgft _ .._. 4 . 475 (Conc Matl _- Caisson _ _ 32,302.00 sqft -------- _ 0.40 /sgft'_- 13,020 - - Cone Matl - Deck/Topping 32 302.00 sqft 0.04 /sgft 1,200 .Cone Matl - SOG 32,302.00 sgft 0.75 /sgft 24,085 Cone Matl Trench -- _ 32,302.00 sqft _ 0.04 /sgft j 1,200 Cone Matl - Int Curb/Pad/Pit _ 32,302.00 sgft 0.02 !sgft _ 639 ]Cone Matl - Ice Pit 32,302.00sqft_ 0.04 /sgft 1,151 Finish - Misc.32,302.00 sgft__- 0.03 /sgft 82-8 Place/Finish Deck 32 302.00 sgft 0.17 /sgft 0. 5,609 Place/Finish SOG_ 32,302.00 sgft 0.25 /sgft _ 8,189 .Concrete Sawcuttina 32,302.00 sqft 0.05 /sgft 1,592 SOG Cone Pump - Ice Pit _ Cone Cure Precast- Dynaspan Precast Pni- Insulated Precast- Bracing Masonry Ext CMU - Ext Wall Int CMU Partition Brick Veneer - Exterior Steel Steel Bar Joists sgft O.Otlsqf 0.05 /sqf 0.01 /sqf 0,02 /sqf 0.03 /sqf 0.76 /sqf 9.13 /sqf 0.25 /sqf 0.51 /sqf 2AO /sqf 3.86 /sqf 6.30 /sqf 318 531 819 Section 5.2.9.1-Page 2 The Neenan Companv Second Sheet of Ice at EPIC 11/29/2001 ision Description Takeoff Quantity Total Cost/Unit Total Amount 'Int Stair - Steel 32,302.00 sgft 0.23 /sqft i 7,500 Int Handrail - Steel Tubular 32,302.00 sgft 1.57 /sgft 50,600 Header Trench Cover 32,302.00 sgft 0.21 /sqft 6,720 060;Wood Carpentry Ext Door Frame Install 32,302.00 sqft 0.04 /sqft _ 1,180 Ext Door Install 32 302.00 sqft 0.06 /sqft 1,854 'Int Door Frame Install 32,302.00 sqft _ 0.04 /sqft 1,116 ;Int Door Install _.._ -- 32,302.00 sqft 1.11 /sqft 35 949 Carp Lahor Wd Sheathing -_ - - 32 302.00 sgft_ 0.06 /sqft -_ 2,058 - - Wd Framing - Roof 32,302.00 sgft 0.12 /sqft 4,000 070Thermal & Moisture Dampproof - Foundation - 32,302.00s9ft _ 0.03 /sgft.__ 1,095 Waterproof- Trench 32,302.00 sqft 0.04 /sgft -._ 1,174 'Waterproof - Pit 32,302.00 sqft 0.02 /sqft_ 648 Insulation - Foundation 32 302.00 sgft 0.05 /sqft .... 1,643 'Insulation -Under Ice 02.00 32,302.00 sqft 0.56 /sqft -- -- 4 18,203 EDPM Roof Ballasted 32,302.00 sqft 2.11 /sgtt 67,984 ,- ... Sheet Metal Roofing_ 32,302.00 sqft 0.28 /sqft _ _� 9,000 Flashings - Sheet Metal 32 302.00 sqft 0.26 /sqft 8,484 Rf Accessory Roof Hatch - 32 302.00 sgft __ - 0.04 /sqft __ Fireproof - Bar Joist/Deck 32 302.00 sqft 0.03 /sgft 1,050 Firesafe - Ext Fire Wall 32,302.00 sqft - 0.03 / 875 'Caulking.- Exterior _. 32,302.00, sqft 0.46 /sqft � 14,750 080IDoors & Windows iExt Door Frame - Hollow Mtl 32,302.00 sqft 0.03 /sqft -1,050 _ Ext Door - Hollow Mtl 32 302.00 sgft 0.08 /sgft 2,475 Int Door Frame - Hollow Mtl 32 302.00 sqft_ 0.13 /sgft 4,050 Int Door - Hollow Mtl ., 32,302.00 sqft 0.13 /sqft _._ _ 4,200 Cotlin4Doors/Grilles 32,302.00 sqft _ 0.40 sqft 13,000 Storefront Ext Wndw 32 302.00 sqft 0.10 /sqft .- 3,300 '. Hollow Mtl Wndw Frame - Int 32,302.00 s ft 4 0.03 /sqft g 1,056 - -- - Door Hardware - Ext - - -- 32 302.00 sqft 0.18 /sgft, _, 5,775 !Door Hardware -Int 32,302.00 sqft _0.16/sgft 5,025 Door Weatherstrip/Seals - Ext 32,3021.00 sgft 0.03 /sqft 945 Door Weatherstrip/Seals - Int -- - --- 32 302.00 sg -- -- q_8_ft 0.01 /s - 308 -- -- :Glazing -Interior 32,302.00 sqft 0.09 /sgft i 2,800 091 Framing & Drywall Gyp Board Ceiling_ 32,302.00_sgS 0.56/sgft_ 18,000 'Gyp Board - Soffit 32,302.00 sqft 0.67 /sqft 21,545 095'Ceiling Finishes Acoustical Clg - 2x4 32,302.00 sqft 0.05 /sqft 1,680 Paint - Interior 32,302.00 sqft 0.87 /sqft 28,200 096Floor Finishes Flooring--. Rubber 32,302.00 _sqft - _ -1.59 /sqft _ _ _ 51,300 _ Base - Rubber 321302.00 sqft 0.05 /sgtt 11760 ;Epoxy Flooring 32,302.00 sgft 0.10 /sqft 3,100 097 Wall Finishes Section 5.2.9.1-Page 3 The Neenan Company Second Sheet of Ice at EPIC 11/29/2001 •ision Description Paint - Interior Paint - Door/Window 100 Interior SignaQe_- Lockers - Metal _:Fire Protection Sof .Toilet Accessories 110, Equipment '[Athletic Eqwpmenl 131:Fire Protection Fire Sprinkler Syst, 150'Mechanical HVAC System Takeoff Quantity Total Cost/Unit Total Amount 32,302.00 sgft 0.24 /sgft 7,79D 32,302.00 1.24 40,000 32.302.00 soft 0.04 /saft 1,248 0.10 _-_-..._-...._. 0.02 0.06 0.01 0.97 13.25 6.36 3.59 6.16 11 Section 5.2.9.1-Page 4 The Neenan Company Second Sheet of Ice at EPIC 11/29/2001 2,724,262 2,724,262 Sub Plan Check 2,394 22.000 % Plan Check Fee 7,072 65.000 % Building Permit 10,880 0.330 % 20,346 2,744,608 Performance Bond 26,043 26,043 2,770,651 Gen Liab Ins 23,078 0.700 % Bldrs Risk Ins 1,319 0.040 % 24,397 2,795,048 Constr Cont. 98,905 3.000 % Preconstruction Fee 19,956 0.605 % 118,861 2,913,909 Systems Commissioning 24,000 Reimbursables allowance 13,000 Interior design 9,150 Civil engineering 20,000 TNC Planning/Landscape Design 13,000 Traffic Study 5,000 Structural engineering 16,500 Architectural Design 132,765 4.027 % 233,415 3,147,324 OH&P 149,498 4.750 % Total 3,296, 822 102.062 Section 5.2.9.1-Page 5 N E E N A N 5.2.3 STATEMENT OF UNDERSTANDING Oveview The Neenan Company Design/Build Team appreciates this opportunity to offer our services for design and construction of the SECOND SHEET OF ICE AT EPIC. Our highly qualified team has extensive experience working together under a design/build delivery model in a team environment. We are committed to deliver a project for the City of Fort Collins and Twice the Ice that meets your needs and exceeds your expectations. Our approach on responding to this RFP has been to attempt to discover and understand the concerns and requirements that drive this unique facility regarding functionality, maintenance, and operations, in addition to the financial parameters of the project. Our proposal represents one possible solution that we feel addresses those concerns, as we currently understand them. The solution we are proposing here will serve as a baseline from which you and we can work as a team to design and construct the best ultimate solution. The project scope as we understand it consists of adding a second sheet of ice and all ancillary requirements for a fully functional, regulation size ice rink at the EPIC Center, including all site work and related requirements. The project budget is $3,600,000 for the design/builder's portion of the work, and the City desires to receive as much value and functionality as possible while remaining within this budget. At the heart of our Archistruction process is the testing of our proposed solution and other possibilities with the direct input of the City, the facility operators, and the various user groups, to insure that the facility represents the best collaborative solution for all stakeholders. The project really begins with our selection as your design/builder. At that point, our job will be to work with all parties to effectively facilitate this discovery of the best solution, and then convert this solution into it's physical representation --on time, on budget, and to a level of quality exceeding your requirements. Based on our current understanding of the project requirements, we believe that the conceptual design submitted with the RFP does not adequately address the functional and operational needs of the facility. Our basic premise in the solution we are proposing is that the City has established a budget for the facility, and wants to receive the maximum value for that budget. It is definitely possible to design and build a cheaper facility than we have proposed here. However, our current understanding is that the City's desire is to receive as much value as your defined project will allow, and our approach reflects this assumption. In the "Guaranteed Maximum Price" section, we have attempted to identify some of these "value added" features for your consideration. We can modify the proposed design to eliminate some of these features as necessary if a lower project budget is required. Even with these "value added" features, our proposed GMP is well below the City's stated budget. This will allow the City and Twice The Ice, at your option, to create a separate Owner Contingency to provide for additional or up -graded Owner -supplied equipment, and possible added scope in either the existing or new facility. Proposal to City of Fort Collins 5.2.3 - Page 1 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E N A N 5.2.9.2 PROJECT COST/DESIGN OPTIONS Overview Below you will find a listing of several project cost options we have identified for you to consider as you evaluate the budget, your requirements and desires for the facility. Most of these are what we consider to be "value added" options, which are above and beyond the minimum requested in the RFP. This is not represented as a complete listing of potential savings or value added features, but is offered only as an introductory listing of budget reduction possibilities. With the involvement of the City and Twice The Ice, we can explore these and other options to arrive at the optimum solution for you. Depending on final budget requirements, any or all of these options could be taken to reduce the final GMP. Deductive 100% painted pre -cast exterior walls (delete brick veneer) $ 121,007 Cost options Remove north storage room, adjacent to Zamboni room $ 59,478 Remove south storage room, adjacent to service area $ 84,077 Delete multi -purpose room $ 47,483 Reduce locker rooms to 4 vs. 5, and reduce size to match $ 8,000 existing (approximate) Remove articulation of walls from north and east elevations (if $ 20,000 allowed by City/approximate) Total Of Noted Deduct Options $ 340,045 Additive Cost Add low E ceiling $ 31,000 Options Add elevator to mezzanine seating area $ 42,000 "Rated ceiling in rink area, if required (approximate) $ 88,000 "Fuelmaker" system for fueling of Zambonis w/ natural gas $ Undetermined System to utilize ice melt water to flush water closets $ 21,000 'Note: The City Building Department has initially indicated that a one -hour rated ceiling may be required for the entire rink area. We believe that optional approaches or interpretations may remove this requirement, but more research is required. This cost is currently not included in our GMP. Proposal to City of Fort Collins 5.2.9.2 —Page 1 November 28, 2001 Second Sheet of Ice at EPIC (P-812) OUTLINE SPECIFICATIONS EPIC ICE ARENA ADDITION November 29, 2001 These outline specifications relate to the detailed GMP Construction Project Cost Breakdown and Preliminary Project Plans included in this proposal. The building is constructed of load bearing, insulated, concrete pre -cast panels with an exterior skin consisting of a brick veneer wainscot, vertical brick veneer architectural elements, painted pre -cast panels, and standing seam metal siding to complement the existing facility. The roof will be an EPDM ballasted, structurally sloped, flat system composed of long span joist members with steel decking bearing on the existing west wall and exterior concrete pre -cast panels. The floor system will be a combination of concrete slab on grade and a single sheet of ice placed on an insulated sand floor system. The foundation system is to be drilled concrete caissons. The foundation system design is based on the soils report performed for the existing facility and has not been confirmed with a building specific soils report. The proposed building addition area is approximately 29,806 SF with second floor mezzanine (spectator seating) area of approximately 2,496 SF. Division 01 -- General Requirements Inclusions: 01105 Administrative Requirements 1. Management services, including but not limited to, project superintendent, project management and other management as required on the project and at the Contractor's office to perform the work. 2. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities, the activities of other contractors and the operations of Edora Pool and Ice Center to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to the following: A. Coordination and distribution of construction drawings. B. Preparation of Contractor's Construction Schedule. C. Installation and removal of temporary facilities and controls. D. Coordination and distribution of submittals and shop drawings. E. Design meetings to involve the facility staff and facility users in design, functionality, and maintainability of proposed project. Meeting minutes will be taken and distributed all attendees. F. Pre -construction meetings with subcontractors and EPIC. N E E N A N G. Project closeout activities including: 1. 3 copies of the Operations & Maintenance manual with equipment operating procedures. 2. 1 copy of the commissioning report. 3. 1 Mylar hard copy of complete and accurate record drawings. 4. 1 compact disc of complete and accurate record drawings. H. Purchase Order Tracking. I. Daily Construction Reports. J. Proposed schedule for design process milestones including dates for all required meetings. K. Perform life cycle costing for critical building systems during project design. L. Regular project meetings to discuss open items list and look -a- head schedule using the Neenan Reliability Planning System. M. Coordination of all inspections and tests, to ensure conformance with the Contract Documents and for the purpose of obtaining a Certificate of Occupancy. Contract and payment for testing and inspections is to be by owner. N. Coordinate with reasonable notice any potential disruptions of EPIC operations through out the construction process. 0. Provide EPIC with site logistics plan. P. Provide EPIC with a schedule of values prior to first payment request. 3. Jobsite safety provisions, including OSHA required signage, temporary railings, fencing, MSDS information, toolbox talks and weekly safety meetings. 01111 Temporary Office Equipment 1. Office equipment required for daily operations such as: A. Copier. B. Water Cooler. 01121 Temporary Construction Facilities Temporary enclosures, sanitary facilities, and construction office as necessary for storage and use during daily construction operations and as necessary to perform the work such as: A. (1) Job site trailer. B. Temporary toilets. C. Temporary storage trailer for construction equipment. 01125 Temporary Construction 1. Temporary construction necessary to perform daily construction activities such as: A. (1) Trailer set-up and removal. B. Project identification and temporary signs to inform public and persons seeking entrance to Project. Proposal to City of Fort Collins 5.2.9.3 — Page 2 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E 01131 Temporary Utilities N A N 1. Temporary utilities are assumed to be available within construction boundary. 2. Temporary site utilities necessary to perform daily construction activities such as: A. Temporary electric bill. B. Temporary water bill. C. Temporary water service install. D. Temporary Storm drainage bill. 01175 Professional Survey Exclusions: 1. Before construction, verify the location and points of connection of utility services. 2. Verification: Before proceeding to lay out the Work, verify layout information shown on Drawings, in relation to existing benchmarks. 3. Engineering services required establish lines, grades, site survey / layout, building survey / layout, and interior layout involved with construction. 1. Building specific soils report. 2. Water or sewer development fees. 3. Storm drainage fee. 4. Public improvements (such as street widening, sidewalks, vegetation) 5. Storage for owner supplied materials and equipment. 6. All testing will be contracted and paid for directly by owner. Owner will engage a qualified independent testing and inspecting agency to sample materials, perform tests, and submit test reports. Division 02 -- Sitework Inclusions: 02220 Temporary Protection & Site Demolition 1. Supply and install temporary fencing to separate construction activities from public access for safety and security. Temporary barricades and fencing will designate hazardous areas, direct traffic and protect existing site and landscaping features to remain. 2. Supply and install temporary plywood enclosures at selective demolition areas to separate construction activities from public access for safety and security. 3. Equipment required for demolition Qack-hammers, back -hoe, slid loader etc.) 4. Loading of demolition debris, hauling of debris and land fill dump charges. Proposal to City of Fort Collins 5.2.9.3 — Page 3 November 28, 2001 Second Sheet of lee at EPIC (P-812) N E E N A N 5. Selective structural demolition — removal of structural masonry for proposed penetrations and structural connection to existing building. 6. Saw cutting of concrete and asphalt including labor and equipment to remove debris and clean up demolition areas. 02230 Clear, Grub, Strip & Stockpile Topsoil 1. Clear & grub site removing ground vegetation in preparation for earth work, grading operations and installation of new construction. 2. Strip topsoil in order to separate / isolate bio-mass materials from usable fill materials. The bio-mass materials contained in topsoil possess unsuitable characteristics for proper re -compaction in fill areas. 3. Topsoil will be stockpiled on site and later placed on compacted fill areas designated for installation of landscaping and the re -growth of vegetation. 02310 & 02315 Earthwork 1. Excavate / cut material for structures, pavements, and walks to elevations and dimensions indicated on drawings. Extend excavations for placing and removing concrete form -work. 2. Backfill or place fill material in layers to required elevations and compact to specifications stated in soils report. 3. Remove and replace material under pavements and compact to specifications stated in soils report. 4. Fine grading of material under slabs and foundations to required elevations and compact to specifications stated in soils report. 5. Grading of material under curbs, gutter, and pavement to required elevations and compact to specifications stated in soils report. 6. Grade lawns, walks, unpaved sub -grades and pavements to a smooth surface, free from irregular surface changes. Comply with compaction requirements and grade to cross sections, lines, and elevations indicated. 7. Mobilization and set up of earthwork equipment. 8. Structural excavating, trenching, backfill, and compaction as required for foundation connection to concrete panels. 9. Removal of caisson spoils. 10. Gravel / sub base material under slab on grade. 02370 Erosion Control 1. Provide erosion -control measures to prevent erosion or displacement of soils and discharge of soil -bearing water runoff or airborne dust to adjacent properties and walkways. 2. Prevent surface water and ground water from entering excavations, from ponding on prepared subgrades, and from flooding Project site and surrounding area. Proposal to City of Fort Collins 5.2.9.3 — Page 4 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A N 02465 Caissons 1. Mobilization and set up for drilling caissons. 2. Drilling, casing, and placement of all caissons. 02510 & 02530 Site Utilities 1. Provide piping, connections, layout, excavation, bedding and backfill for proposed site storm drainage line to handle additional flows from new construction to include the following: A. 18" RCP line to connect to existing manhole. 02740 Asphalt Paving & Patch 1. Provide and install 6" full depth asphalt for proposed modification to existing asphalt area at south end of building. Base course to be 4" of HBP, grade C and finish course to be 2" HBP, grade CK To be confirmed with the building specific soils report. 02770 Concrete Curb and Gutter 1. Provide, labor, and concrete material to form and place 18" site concrete curb and gutter for proposed modification to existing asphalt area at south end of building. 02775 Exterior Concrete Sidewalks & Slabs 1. Provide labor, material, and equipment to install proposed sidewalks and propane tank slab at west elevetion. 02905 Landscape Allowance Exclusions: 1. Landscape and landscape irrigation system allowance of $44,000. Proposed landscape will match existing landscape conditions. 1. All vehicle parking, bicycle and pedestrian traffic will use the existing accommodations with the exception of the proposed modifications to the south drive and two new sidewalks at the west elevation. 2. Gas and electrical service charges are assumed to be construction credits and are therefore excluded from this scope. 3. Rock excavation requiring ripping or blasting, if encountered during excavation. Including removal and disposal of unanticipated obstructions :boulders, concrete, masonry, or other unforeseen obstructions that cannot be removed by conventional earth moving equipment. 4. Hazardous materials surveys or abatement. Proposal to City of Fort Collins 5.2.9.3 — Page 5 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A N 5. Over excavation and replacement of unsuitable material or man made fills. 6. Permanent fencing, retaining or decorative walls. 7. Soil stabilization with lime. B. Tree re -location 9. Irrigation system re -location. 10. Storm drainage. 11. Re -location of Storage sheds. 12. Additional trash dumpsters and trash dumpster screening. 13. Owner will engage a qualified independent testing and inspecting agency to sample materials, perform tests, and submit test reports during excavation and concrete placement all site work. Division 03 -- Concrete Inclusions: 03110 Form & Place 1. Provide labor and materials to place all form -work, reinforcing steel, and concrete materials for the following cast in place components: A. Caissons. B. Concrete wall panels. C. Cast in place wall footings. D. Cast in place walls for ice pit. E. Slab on grade. F. Cast in place header trench for ice sheet piping. 2. All concrete work shall have the appropriate control joints, expansion joint material, and reinforcing steel required to complete these elements of the project. 03150 Concrete Accessories 1. Provide required concrete accessories including anchor bolts, imbed plates, water stop, void form, and expansion joint material as required. 03210 & 03220 Reinforcing Steel Provide required reinforcing rebar or welded wire mesh for the following: A. Caissons. B. Concrete wall panels. C. Cast in place wall footings. D. Cast in place walls for ice pit. E. Slab on grade. F. Cast in place header trench for ice sheet piping. Proposal to City of Fort Collins 5.2.9.3 — Page 6 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A N 03310 Concrete Material 1. Concrete materials in slabs, walls, foundations, including exterior concrete shall be a minimum of 3000psi. and will conform to specifications provided by structural engineer. Structural engineer shall approve all final design mixes prior to concrete placement. 2. Provide required concrete material for the following: A. Caissons. B. Concrete wall panels. C. Cast in place wall footings. D. Cast in place walls for ice pit. E. Slab on grade. F. Cast in place header trench for ice sheet piping. G. Curb and gutter. H. Concrete pans (at mezzanine stair) 03350 Place and Finish Provide labor, materials and equipment to place and finish the following: A. Caissons. B. Concrete wall panels. C. Cast in place wall footings. D. Cast in place walls for ice pit. E. Slab on grade. E. Cast in place header trench for ice sheet piping. F. Concrete pans (at mezzanine stair) Saw cutting - All concrete work shall have the appropriate control joints. 03370 Concrete Pumping 1. Provide mobilization, set-up, labor, and equipment to pump material for concrete elements as required. 03390 Concrete Cure 1. Provide and apply concrete cure to all horizontal concrete surfaces to control the rate at which concrete cures and provide optimum strength. (slabs on grade & slabs on deck). 03410 Pre -cast Dynaspan Plank 1. Provide material, labor, and equipment to install pre -cast Dynaspan plank system at mezzanine floor. Proposal to City of Fort Collins 5.2.9.3 — Page 7 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A N 03430 Pre -cast Concrete Panels Exclusions: 1. Provide mobilization, set-up, labor, and equipment to place and erect exterior pre -cast concrete wall panels. 2. Provide material, labor, and equipment to install concrete dead -men caissons for bracing at exterior concrete wall panels. 3. Subcontractor will be certified by the pre-cast/pre-stressed concrete institute or possess equivalent credentials. 1. Special concrete mixes other than those specified by the structural engineer for the concrete work shown on the drawings. 2. Owner will engage a qualified independent testing and inspecting agency to sample materials, perform tests, and submit test reports to inspect form -work and during concrete placement. 3. Special rebar coatings such as galvanized or epoxy coatings. 4. Floor surface hardeners. 5. Power steel trowels with non -slip swirls. 6. Floating isolation floors under mechanical equipment. Division 04 — Masonry Inclusions: 04220 Interior CMU Walls, Partitions & Infill 1. Provide labor, material and equipment to install concrete masonry units (block) at interior walls, partitions and infill. Chamfered, radius corners will be used at locations where chipping may occur due to heavy athletic traffic and daily use. 2. Provide labor, material and equipment to inf ill masonry wall at proposed locations where existing wall penetrations are to be removed. 04810 Exterior Masonry Brick Veneer Exclusions: 1. Provide labor, material and equipment to install masonry brick veneer for wainscot and architectural features to complement the existing facility. 1. Exact color match with existing brick veneer. Proposal to City of Fort Collins 5.2.9.3 — Page 8 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N Division 05 -- Metals Inclusions: E E N A N 05120 & 05210 Structural Steel Joists and Framing 1. Provide and install structural metal elements, framing, permanent bracing and bridge members including the following: A. Structural metal roof trusses. B. Connections to existing and proposed load bearing walls. C. Steel deck and bar joists. 2. Cut openings in metal roof deck for HVAC curbs, mechanical and plumbing vents. 3. Provide, fabricate, and install steel framework in metal roof openings for HVAC curbs, mechanical and plumbing vents. 4. Provide material and installation of permanent roof access ladder and safety posts at structural metal roof. 05510 & 05520 Interior Steel Stair & Handrail Provide and install steel stairs and handrails in the following locations: A. Concrete pan stairs with closed risers and associated steel handrail for access to mezzanine. B. Steel handrail system at mezzanine level and at handicap viewing area. 05530 Metal Trench Cover Exclusions: 1. Provide labor, material and equipment to fabricate and install steel trench cover at header trench (ice piping trench). 1. Interior permanent stair to access roof (Roof equipment will be accessed by fixed steel ladder and roof hatch). 2. Galvanized or stainless steel finishes not specifically mentioned. 3. Owner will engage a qualified independent testing and inspecting agency to inspect steel members, fastener connections, weld connections, and submit test reports during structural steel erection. Division 06 — Carpentry Inclusions: 06100 Rough Carpentry Proposal to City of Fort Collins 5.2.9.3 — Page 9 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A N Proposed Our team will provide complete design services, including mechanical, electrical and Team Scope of plumbing engineering, fire protection engineering, structural engineering, traffic Services engineering, planning and landscape design services, and specialty consulting for the ice rink and ice equipment package. The team will facilitate meetings with the Owner and various user groups to understand and incorporate their requirements into a final, functional design. Our design personnel will facilitate all negotiations with the City for the development review process, planning and building approvals, public presentations and neighborhood meetings, and coordinate with Art In Public Places. Our construction personnel will manage construction of the project to the stated schedule, implement safety protocols for construction personnel and the public, and insure timely completion to strict quality standards. Image The proposed design consists of insulated painted pre -cast exterior concrete walls with brick veneer wainscot and standing seam metal panel accents. Alternate materials could be utilized, but we feel that the pre -cast concrete and brick will convey the sense of permanence and timeless design desired, while complementing the existing facility. The proposed floor plan creates more usable space in the existing facility, and provides extensive storage space and additional locker room space in the expansion. Practical public access and viewing space for handicapped users is also provided. Flexibility/ The proposed design, consisting exclusively of concrete and/or brick masonry exterior Durability and block masonry interior walls, provides an extremely durable facility and insures a serviceable life exceeding 40 years. The floor plan provides maximum flexibility, allowing for alternative room uses and multiple access control for users. The building as proposed is approximately 30,000 square feet plus a mezzanine seating area of 3,000 square feet, compared to the 27,144 square foot building indicated in the RFP. The primary difference is in added storage areas and locker rooms, as well as generous pedestrian circulation space. The five proposed locker rooms are larger than those in the existing building, and are designed to allow simultaneous use by both males and females. For additional convenience, the locker room configuration allows for direct access to the player boxes in the existing facility. The mezzanine seating area is currently designed for 200 people, and includes areas for overflow spectator viewing, concessions and additional storage. The seating could easily be increased by expanding into these areas, if desired. The handicapped viewing area is currently shown in the southwest corner of the rink, to provide a full unrestricted view of the rink area. If desired, this area could be located in the lobby, or provided on the second level with the addition of an elevator. An option is included for an elevator, should this be an option you wish to consider. UsabiliryiSafe Primary access to the new facility will remain from the main lobby and behind the Public access dasher boards on the south end of the existing rink. Other accesses are certainly possible, but our preliminary estimates indicate them to be cost prohibitive or impractical. To improve public access, mitigate safety issues, and maximize operational efficiencies, we propose moving the Zamboni room to the north end of the new facility and providing for both Zambonis in this location. This eliminates the concern of pedestrian traffic across the Zamboni rink access, while combining services. Proposal to City of Fort Collins 5.2.3 — Page 2 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A N 1. Installation of all exterior and interior door frames and doors. 2. Provide rough carpentry labor, material and equipment for interior / exterior blocking, backing and supports as required. 3. Provide rough carpentry labor, material and equipment to install raised platforms at players benches and handicap viewing area. 06110 Wood Framing - Roof & Parapet Exclusions: 1. Provide labor, material and equipment to install wood blocking for metal parapet cap at exterior wall conditions and minor sheathing for metal canopy at west elevation. 1. Wood railing, chair rail, base, casing or paneling. 2. Built in cabinetry or casework. Division 07 -- Thermal and Moisture Protection Inclusions: 07110 Dampproofing 1. Provide labor, material and equipment to apply bituminous dampproofing at below grade foundation structures and concrete wall panels. 07120 Water proofing 1. Provide labor, material and equipment to apply water proofing membrane at header trench (ice piping trench). 07210 Insulation 1. Provide labor and material to install 2" rigid insulation to a minimum depth of 36" at exterior foundation walls and concrete wall panels as required. 2. Provide labor and material to install (2) layers of 1.5", 25psi. polystyrene rigid insulation ice rink floor system. 07530 EPDM Roof 1. Provide labor, material and equipment to install 45 mil EPDM ballasted single ply membrane roof system with 15 year warranty. Roof insulation will consist of a one layer of R19, polyisocyanurate insulation. 2. Roof drains will be located approximately 40' on center. 3. Roof system will use pavers to access roof top equipment. Proposal to City of Fort Collins 5.2.9.3 —Page 10 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A N 07610 & 07620 Sheet Metal Roofing 1. Provide labor, material and equipment to install standing seam, sheet metal roofing and associated flashing at sloped roof conditions and architectural vertical elements. Pre -finished colors to match existing facility. 07720 Roof Hatch 1. Provide labor, material and equipment to install roof hatche for access to roof top units. 07810 Fire Proofing and Fire Safe 1. Provide labor, material and equipment to apply fire proofing and fire safe materials required to meet code. 07920 Sealant - Exterior Exclusions: 1. Provide labor, material and equipment to apply all exterior sealant compounds at joints and connections to provide weather tight construction as required. 1. Custom colors for pre -finished metal flashing or roofing. 2. Any membranes required to reach manufacturers specified vapor emissions of concrete coatings. 3. Custom colors for sealant compounds. 4. Sound attenuating insulation or sound masking. Division 08-- Doors, Windows, Glazing Inclusions: 08110 Metal Doors & Frames 1. Hollow metal doors and frames will be provided and installed at all interior and exterior door locations. Hollow metal doors and frames will have painted finish. 2. Interior doors at locker rooms will be a minimum of 316" wide to accommodate athlete traffic carrying oversized equipment bags. 3. Doors will be rated as required by code. Proposal to City of Fort Collins 5.2.9.3 — Page 11 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A N 08360 Overhead Doors 1. Provide labor, material and equipment to install motor operated, overhead, steel roll -up doors at the north zamboni room(1 @ 16' x 12', 2hr. rated) and the south storage room(2 @ 10' x 14'). Overhead doors will have painted finish. 2. Provide labor, material and equipment to remove and reinstall existing 16' x 18' overhead door on west wall to the proposed location adjacent to new zamboni room. 08410 & 08510 Exterior Storefront & Interior Hollow Metal Windows 1. Exterior storefront window system shall be insulated glass installed in aluminum storefront frames with standard pre -finished color to match existing facility. 2. Interior window systems shall have wired glass installed in HIM frames with finish to match doors and door frames. 08710 Exterior & Interior Door Hardware 1. Hardware will include commercial grade hinges, passage sets, lock - sets and closures. Hardware shall meet A.D.A. requirements. 2. Exterior doors will have keyed locks. 08720 Weather Stripping / Seals Exclusions: 1. All exterior doors will have weather stripping and seals as required to provide weather tight construction. 1. Daylighting. 2. Folding partition doors. 3. Sound attenuating insulation. 4. Keyless entry devices. 5. Window coverings. Proposal to City of Fort Collins 5.2.9.3 — Page 12 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A N Division 091 — Framing & Drywall Inclusions: 09250 Gypsum Board Ceiling Exclusions: 1. Provide labor, material and equipment to frame and install gypsum board ceiling and soffit with metal studs over mezzanine. Gypsum board ceilings will be constructed in accordance with UL Fire Resistance listings as required. Drywall will be type "X" with a minimum thickness of 5/8". 1. Special wall coverings or finishes. 2. Sound attenuating insulation or sound masking. Division 095 — Ceiling Finishes Inclusions: 09510 Acoustical Ceiling — 2x4 Provide labor, material and equipment to install 2' x4' lay -in acoustical ceiling tile system at officials room and multi -purpose room. 09910 Paint Interior Exclusions: 1. Provide labor, material and equipment to apply paint to gypsum board ceiling and soffit above mezzanine (spectator seating). 2. Provide labor, material and equipment to apply epoxy paint to interior exposed structural steel ceiling conditions. 1. Sound attenuating insulation. 2. Special finishes other than noted above. Proposal to City of Fort Collins 5.2.9.3 —Page 13 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A N Division 096 — Floor Finishes Inclusions: 09650 Rubber Flooring 1. Provide labor, material and equipment to install Tuflex resilient rubber flooring at slab surrounding ice rink and at locker rooms. Tuflex is a recycled rubber flooring that is made from vulcanized recycled rubber. 09650 Rubber Base 1. Provide labor, material and equipment to install standard 6" rubber base at floor perimeter in public use areas. 09670 Floor Finishes Exclusions: Provide labor, material and equipment to apply seamless epoxy floor finish at shower areas. 1. Special patterns, colors, or profiles associated rubber flooring and epoxy finishes. 2. Recessed floor mats or frames. Division 097 — Wall Finishes Inclusions: 09910 Paint 1. Provide labor, material and equipment to apply Texcoat finish at exposed exterior concrete panels. 2. Provide labor, material and equipment to clean, prepare and tape off wall surfaces where finishes are to be applied. 3. Provide labor, material and equipment to apply block filler plus two coats of epoxy finish at interior CMU wall surfaces. 4. Provide labor, material and equipment to apply one primer coat and two coats epoxy paint at interior concrete wall surfaces. 5. Provide labor, material and equipment to sand and apply two coats of oil based enamel paint to all hollow metal doors, door frames and miscellaneous exterior metals. Proposal to City of Fort Collins 5.2.9.3 — Page 14 November 28, 2001 Second Sheet of Ice at EPIC (P-812) Exclusions: N E E N A N 1. Wall coverings. 2. Spray on vinyl. 3. Special wall finishes. 4. "Green" sustainable type paints or coatings. 5. Budget for Art in public places. Division 10 — SDeciatlies Inclusions: 10150 Restroom Compartments 1. Provide labor, material and equipment to install floor -supported, standard color compartments / partitions for toilets including hardware and accessories. 10440 Interior Signage 1. Provide labor and material to install interior identifying signs as required for Certificate of Occupancy. 10500 Employee Lockers 1. Provide labor and material to install standard size metal lockers at employee entrance (south storage room). 10520 Fire Protection Specialties 1. Provide and install (5) surface mounted fire extinguisher cabinets and fire extinguishers. 10810 Toilet and Locker Room Accessories Provide labor, material and equipment to install the following toilettlocker room accessories: A. Handicapped grab bars B. Toilet tissue dispensers. C. Trash receptacles. D. Feminine napkin dispenser. E. Feminine napkin receptacle. F. Vanity mirrors. G. Robe hooks. H. Locker room bench system to match existing. I. Athletic equipment hooks around the perimeter of locker rooms. Proposal to City of Fort Collins 5.2.9.3 — Page 15 November 28, 2001 Second Sheet of Ice at EPIC (P-812) Exclusions: N E E N A N 1. Interior signage except as required for Certificate of Occupancy. Division 110 — Equipment Inclusions: 11480 Athletic Equipment 1. Ice Package — Provide labor, material, and equipment to install the following: A. Artificial ice refrigeration system - for a year round ice plant that will utilize ammonia as a primary refrigerant and calcium chloride as the secondary refrigerant. This plant will be a 114 Ton capacity system operating at 90F condensing temperature. The major components of this system include two heavy-duty industrial compressors, a flooded shell and tube chiller, and an evaporative condenser. B. Operating and maintenance instruction. C. Electrical system and controls. D. Detection and safety equipment. E. Computerized control system. 2. Ice rink floor system (Sand) — Provide labor, material, and equipment to install the following: A. Start-up and installation of initial 1.5" sheet of ice. B. Cold floor including cooling pipes, cooling pipe chairs and 3.5" of sand. C. 3" of 25psi polystyrene insulation. D. 6 Mil vapor barrier. E. Warm floor including warming pipes and 8" of sand. F. 3" of compacted base material. G. Concrete header trench including warm and cold header pipes, header pipe supports, insulation, and flush cover. Proposed header trench will extend to existing west wall to allow for future retrofit connection to existing sheet of ice. H. 1.5' deep turn down w/ rigid insulation barrier at ice rink perimeter to provide structural base for dasher boards system and retention of ice rink floor system. 3. Dasher Board System — Provide labor, material, and equipment to install the following Becker dasher board system: A. 1/4" hot dipped galvanized welded steel frame for lower dasher board. 50 Mil poly plastic is slotted and fastened to the steel frame with through bolts allowing expansion and contraction of the poly to occur without shearing off the fasteners. B. Clear acrylic panels will be used around the perimeter. Clear acrylic panels will 6' at the ends and radius sections with 4' at the sides. C. Doors to be installed in the dasher board perimeter include 2 for player benches, 2 for penalty boxes, 2 @ 5' for equipment, and 1 adjacent to entry for public access. D. Side partitions between player benches and penalty boxes. Proposal to City of Fort Collins 5.2.9.3 —Page 16 November 28, 2001 Second Sheet of Ice at EPIC (P-812) Exclusions: N E E N A N 1. Furniture. 2. Ice resurfacer. 3. Scoreboard. 4. Clock. 5. Spectator seating. Division 131 — Fire Protection Inclusions: 13910 Fire Sprinkler System Exclusions: 1. Wet pipe system throughout entire addition. 2. New zone valve assembly including flow and tamper switch located in existing chiller room near existing fire service. 3. Design based on light hazard occupancy for arena, office locker and first aid rooms. 4. Ordinary hazard occupancy in storage rooms. 5. Brass upright sprinklers in areas of exposed construction. 6. White semi recessed sprinklers in areas having suspended ceilings. 7. Head guards on all sprinklers in arena. 1. Electric wiring for new flow and tamper switches at wet system riser and new air compressor at dry system. 2. Ceiling removal and replacement at existing building. 3. Stand pipe system, 4. High piled storage criteria. 5. Fire hydrants. Division 15 — Mechanical Inclusions: 15050 HVAC Systems 1. Arena HVAC A. Furnish and install one 15,000 cfm packaged dessicant ventilation dehumidification unit, mounted on the low roof above the storage/staging area. The unit will include the following features: 1. natural gas reactivation system in the dessicant rotor 2. Post heat natural gas furnace (facility heat) 3. Modulating outside and return air dampers to allow a full range of mixed air, including economizer or "free cooling" capability 4. Full microprocessor controls and DDC connection points Proposal to City of Fort Collins 5.2.9.3 — Page 17 Second Sheet of Ice at EPIC (P-812) November 28, 2001 N E E N A N 5. Communication capability for temperature and humidity control B. Extend supply air duct into upper level in the south end of the arena. The duct will split, with a branch routed to either side of the ice rink. The supply air will discharge at the south end of the arena. C. Route return air from the unit into the upper level of the arena. The return air will be taken in above the center of the ice rink. D. Furnish and install a 7500 CFM exhaust fan at the north end of the arena. Placement of this fan will also assist in drawing the supply air through the facility. E. Route an additional supply air branch duct from the air handler into the locker room areas. These areas will be 100% make-up and exhaust. F. Furnish and install an exhaust fan and duct for the locker room/office areas. G. Connect a new heating hot water loop to the existing in the existing mechanical room. We will furnish and install a booster pump and all necessary hydronic accessories and control interlocks for a complete system. H. Route heating hot water piping to reheat coils (6 each) in the ductwork serving the locker rooms/offices indicated by item 5. 2. Viewing area HVAC A. Furnish and install two each 60' long infrared radiant tube heaters above the front of the elevated viewing area B. Radiant heaters will be gas fired, with flues through the roof. C. Reflectors will be directed toward the occupied viewing area, away from any contact with the ice surface. 3. Multi -Purpose Room HVAC A. Furnish and install a separate, stand alone gas fired packaged DX cooling HVAC unit B. Route supply and return ductwork to grilles and diffusers in the lay -in ceiling C. Furnish and install setback thermostat or tie into building automation system as required. 4. Other Areas A. Extend hot water heating loop to hydronic unit heaters in the staging area and employee entrance; and the zamboni room and storage room adjacent to the ice equipment room. B. Furnish and install louvers and exhaust fans to ventilate the ice equipment room. 5. Miscellaneous A. Engineering and design for HVAC systems B. DDC control tie in to the customers existing Johnson Control system C. Air and water balancing Proposal to City of Fort Collins 5.2.9.3 —Page 18 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A N Exclusions: 15400 Plumbing System Inclusions: 1. Provide labor, material and equipment to install the following: A. 4-WC-1 Regular water closet floor mounted flush valve type B. 3-WC -1 Handicapped water closet floor mounted flush valve type C. 8-L-1 Ada lavatory with metering faucets D. 11-SH-1 Shower drain and metering shower valve E. 1-P-1 Domestic hot water re -circulation pump F. 1-SC-1 Sillcock G. 6-FD-1 Floor Drain H. 1-IMP-1 Ice melt pit (hook up only) I. 10-RD-1 6" roof drain 2. Tie into existing drain waste vent and water piping for complete and operating plumbing system. 3. Engineered drawings. 4. Insulation of domestic water. 5. Gas piping from meter to equipment. 6. ADA required fixtures. 7. Insulation of horizontal roof drain piping. 8. Interior roof drainage system. Exclusions: 1. Solar heating for hot water heating. 2. Drain at header trench. Division 16 — Electrical Inclusions: 16050 Electrical System 1. FIRST FLOOR LIGHTING A. At the lobby entrance, we will install Six (6) recessed fluorescent light fixtures. These fixtures will be controlled at the panel. B. At the mechanical rooms, Zamboni Room and storage areas, we will be installing 4' and 8' surface mounted fluorescent strip light fixtures. The fixtures at the Mechanical Room will be controlled via local single pole switching, while the ones if the Zamboni Room and the Storage Rooms will be controlled with a motion sensor. C. At each of the four locker rooms, we will install four (4) 1 x4 surface mounted fluorescent light fixtures controlled by local motion sensors. Proposal to City of Fort Collins 5.2.9.3 — Page 19 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A N Additionally, the new refrigeration equipment room, as well as the equipment and utility services, is designed to be up -graded to service both rinks, at such time as the existing ice package needs to be replaced. At this time, the existing ice plant could be removed, which would allow for construction of a hallway from the existing lobby to the second sheet of ice thru the current mechanical equipment room, and provide a better permanent solution for access. Energy The Neenan Company is a leader in Energy Efficiency and Sustainable Design Efficiency/ applications, as is evidenced in representative local projects such as New Belgium sustainability Brewery, City of Fort Collins Office Building, Latimer County Sheriff Administration Building, and Value Plastics. We utilize sustainable design applications on nearly every project we do. Our focus is on the six general areas used by L.E.E.D. (Leadership in Energy and Environmental Design) developed by the U.S. Green Building Council. A more complete description of our utilization of Green Building Design is included in Section 5.2.5, "Project Experience and Qualifications". Building The commissioning of the project is specifically addressed in Section 5.2.13. A Performance/ complete commissioning report will be provided upon project completion. In addition, Commissioning Neenan provides to all it's clients an Ownership and Maintenance (O & M) Manual at project completion, which defines all warranties, start-up and maintenance protocols, materials and suppliers, and related information. Life Cycle With our Archistruction® process, life cycle cost analysis of various building systems Costs and components is continuous and on going throughout the development of design and even into construction. Typically, in the weekly project meetings the team will identify options to be evaluated, then present research and recommendations at the subsequent meeting. Depending on the complexity of the project, literally hundreds of options may be evaluated for short-term versus long-term benefit, responsible sustainable design considerations, and performance. This process will really begin with our initial meetings with you, where we can begin to identify your specific concerns and desires, and suggest options to you to be further investigated. The process is of little value without your input. However, we have developed several mechanical and electrical studies on possible life cycle options for EPIC, as samples, for your consideration. These samples are included in the Appendix. Proposal to City of Fort Collins 5.2.3 - Page 3 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A N D. In the bathrooms, we will provide one (1) wall mounted fluorescent light fixtures above each sink and stall. For additional illumination, two (2) recessed fluorescent cans will be installed in the ceiling at the walk-through area. The lighting in these areas will be controlled by motion sensors. E. Each of the shower areas will be lit with three (3) recessed fluorescent cans that are rated for a damp location installation. F. The Referee Room will be illuminated in the same fashion as the locker rooms and bathrooms indicated above. G. The First Aid Room and the Office will be lit with 2x4 recessed fluorescent fixtures controlled locally with single pole switching. H. Above each of the new building entries, we will install one (1) 100W HID wall pack above the man -door. These will be controlled with a photocell, timeclock and relay for operation after dark. I. Universal LED exit signs will be installed in accordance with code requirements. The selection of LED light source will conserve energy. J. Emergency egress lighting will be accomplished via battery powered surface mounted frogeye fixtures. 2. SECOND FLOOR LIGHTING A. At the bleacher area, we will install fourteen (14) 1 x4 recessed fluorescent light fixtures for general public lighting. These will be locally controlled via two (2) three-way keyed switches. B. The storage area will be illuminated via three (3) 4' fluorescent strip fixtures surface mounted on the ceiling. These will be locally controlled with a motion sensor. C. At the landing of each stairwell, there will be a 4' wall bracket fluorescent light fixture. D. Universal exit signs will be installed in accordance with code requirements. The selection of LED light source will conserve energy. E. Emergency egress lighting will be accomplished via battery powered surface mounted frogeye fixtures. 3. BASE ICE RINK LIGHTING A. The base lighting system for the ice rink will be installed to match the lighting in the existing facility. This system is twin head 400W metal halide high bay light fixtures. These fixtures will be installed at 25' above the ice surface, which will provide a light level of approximately 100 fc average. 4. ELECTRICAL DISTRIBUTION EQUIPMENT A. Upon our physical inspection of the existing switchgear, there is adequate capacity to add devices to accommodate this expansion. B. We will add two (2) circuit breakers to the existing switchboard. One will be rated at 480V 3PH 400A and the other at 480V 3PH 600A. These circuit breakers will feed the distribution equipment for this expansion. C. A 480/277V Panel rated at 400A will be installed in the existing Multi - Purpose Room. This panel will feed a 30KVA transformer to a Proposal to City of Fort Collins 5.2.9.3 — Page 20 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A N 120/208V 100A Panel. The feed for this equipment will be installed underground. D. A 480/277V Panel rated at 600A will be installed in the new Ice Plant Room. This panel will feed a 30KVA transformer to a 120/208V 100A Panel. The feed for this equipment will be installed underground partially under the ice sheet. 5. FIRST FLOOR POWER A. Standard commercial grade 20A flush mounted wall receptacles will be installed as convenience power so any area can be reached with a 50' extension cord. B. In the Mechanical Rooms, Zamboni Room and Storage Rooms, appropriate commercial grade receptacles will be installed for the application. We have not anticipated any specialty receptacles will be necessary. C. In the bathrooms, one (1) GFI protected receptacle will be installed above each countertop. At this time, we have not anticipated that there will be any other power requirements (hand driers, etc.) 6. SECOND FLOOR POWER A. At the bleacher area, we have included the installation of four (4) double -duplex receptacles for convenience power. No other work is anticipated in this area. 7. ICE RINK POWER A. In accordance with the information provided, we have anticipated that the Ice Equipment will be installed complete on a self-contained skid. Our electrical connection will be rated at 480V and 400A. We will install the appropriate electrical feed for this equipment, a 400A HD disconnect switch and a single point connection rated for a weatherproof situation. B. In addition to the above Ice Equipment, we have included the electrical connection to two (2) pumps, one rated at 5HP in the same room as the skid and one rated at 15HP which will be installed on the roof of this area. 8. MECHANICAL SYSTEMS A. Two (2) Roof Top Units rated at 15HP each. These will be installed over the Storage Rooms at either end of the ice sheet. B. One (1) Roof Top Unit rated at 5 ton installed above the Multi - Purpose Room C. Four (4) local Exhaust Fans, one installed over the ice, one in the Ice Equipment Room and two for the Locker Roomlroilet areas. D. Two (2) 3HP Circulation Pumps located in the existing Mechanical Room. E. One (1) fractional horsepower pump for the Glycol System installed in the Mechanical Room. F. Six (6) Unit Heaters installed at various locations throughout the building expansion. G. Two (2) 120V Control Voltage connections. Proposal to City of Fort Collins 5.2.9.3 — Page 21 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A N 9. SOUND SYSTEM ALLOWNCE Exclusions: A. A Sound System is a part of the design narrative for this project, but is not clearly defined at this point. Sound system is being carried as a $30,000 allowance. 1. PI lamps for incandescent fixtures. Plan Check Fees and Buildinq Permit 1. All new construction, additions, alterations of existing buildings, demolition of existing buildings, and awnings attached to commercial buildings require the payment of a plan check fee and acquisition of a building permit prior to the start of construction. 2. The City of Fort Collins cost of plan check fees and building permits is based on the valuation of construction. Fees are determined by using the plan check and building permit fee schedule provided by the City of Fort Collins. Performance Bond 1. Performance bond per RFP requirements. General Liability & Builders Risk Insurance 1. General Liability Insurance. 2. Builders Risk Insurance. Construction Contingencv 1. Construction Contingency value is based on 3% of the estimate value. Summary of Allowances 1. Landscape Allowance $44,000 2. PA system $30,000 3. Design Reimbursables $13,000 & Printing Allowance Proposal to City of Fort Collins 5.2.9.3 — Page 22 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A N 5.2.10.1 SCHEDULE NARRATIVE The preliminary schedule which follows represents our current estimate of design duration, City of Fort Collins approval process, and construction activities and duration. It is based on our knowledge and past experience with the described activities on projects of similar scope. For this schedule, we have assumed that the City of Fort Collins staff will follow a minor amendment approval process, with no special consideration for this project. The Planning/Engineering and Building Department process with the City of Fort Collins is driving the start date of the project. Anything we can do to accelerate the initial submittal will improve the planned construction start date. Obviously, the more quickly an acceptable design is approved by the Owner, the sooner we can begin the review process. The schedule as presented exceeds your expectation to be complete by August 2003. We have completed many similar projects over the years and this schedule is aligned with what we would expect in working through the City process and design and construction activities required on this project. Our current completion date is January 3, 2003. This schedule represents our honest assessment of durations for the various project activities, but we will focus on improving on the dates shown. One of our first actions will be to meet with the City staff, lay out their specific requirements and timelines, and coordinate our activities to facilitate their process. Concurrently, we will work aggressively with you to finalize a building design with the goal of allowing us to submit as early as possible for City review. The Collaborative Design Process (CDP), which is described in the Appendix, Section 5.2.15, can save weeks in this process. This process will help our team to move the project through the City process in the most expeditious manner and possibly accelerate the schedule to achieve an earlier completion date. Proposal to City of Fort Collins 5.2.10.1 -Page 1 November 28, 2001 Second Sheet of Ice at EPIC (P-812) Task Name CITY MILESTONE SCHEDULE PER RFP # P-812 Submit Proposal Finalist Interview City Council Approval / Appropriation City Council Approval / Appropriation Notice to Proceed Preliminary Design and Cost Estimate City Planning Approval Complete Final Design Owner Occupancy NEENAN PROPOSED DESIGN AND PERMITTING PHASE General Design Criteria Core and Shell Space Coordination Foundation Coordination (elev 100) Site Coordination Structure Coordination Skin Coordination PLANNING/ENGINEERING APPROVAL PROCESS BUILDING PERMIT PACKAGE BUILDING DEPARTMENT PROCESS NEENAN PROPOSED CONSTRUCTION PHASE Pre -Construction Activities Site / Exterior Building Foundations Structure MOD 1 - Interior 1st Floor MOD 3 - Ice Sheet and Ice Equipment Room MOD 2 - Interior 2nd Floor NEENAN PROPOSED C/O (Sharpen the Skateslll) Duration I Start I Finish 428 days 11/29/01 8/5103 1 day 11/29/01 1129/01 1 day 12/17/01 12/17/01 1 day 1/15/02 1/15/02 1 day 2/5/02 2/5/02 1 day 2/15/02 2/15/02 1 day 524/02 524/02 1 day 7/3/02 7/3/02 1 day 7/31/02 7/31/02 1 day 8/5/03 8/5/03 101 days 2/18/02 7/11/02 25 days 2118102 3/22/02 37 days 2118102 4/9102 23 days 2118102 3/21/02 23 days 2119102 3/21/02 26 days 2/19102 3/26/02 31 days 3/4/02 4115/02 80 days 3/5/02 6/25/02 10 days 4/16102 4/29102 50 days 4/30102 7/11/02 127 days 6/28102 112103 11 days 6/28/02 7/16/02 72 days 7112/02 10/22/02 27 days 7/22/02 8127/02 36 days 8112/02 1011102 62 days 8/21/02 11/15/02 86 days 8/28/02 112/03 47 days 9/17/02 11/20/02 0 days 1/3103 1/3/03 Epic Ice Rink Addition Fort Collins, Colorado Jov Dec Jan Feb M j 11129 ♦ 12/17 ♦ 1115 r 215 ♦ 2/15 Dec 1/3 Feb I Jul I Aug I 5.2.10.2-Page 1 N E N A N 5.2.11 PROPOSAL SECURITY The proposal security is provided in the form of a certified check, under separate cover. Proposal to City of Fort Collins 5.2.11 —Page I November 28, 2001 Second Sheet of Ice at EPIC (P-812) No Text N E E N A N 5.2.12.1 DESIGN STATEMENT Architectural The proposed solution is intended to compliment the clean massing of the existing Image facility and meet the new City of Ft. Collins design criteria. The addition uses existing design components, new complimentary components and increased massing elements to accomplish this. Brick similar in color to that on the existing building (which is no longer available), and metal panels to match the existing are blended with the new design materials of heavy texture painted pre -cast panels. Additional massing steps, screening and architectural metal roofing are added to the north elevation to reduce the scale and break up this elevation per the new code. Functionally, the internal functions in this "bumped out" area eliminates cross traffic between pedestrians and Zambonis, and facilitates replacing the existing ice slab when required in the future. The east elevation uses new design canopy elements to create the pedestrian scale along Riverside Avenue and vertical column elements to break up this elevation per the new city code. Functionally these plan offsets create a deeper coach's box. The south elevation continues the architecture of the existing building's massing steps. Function The proposed solution addresses several issues that are concerns on the existing RFP floor plan. Most importantly is the separation of the Zamboni equipment from the pedestrian access to both the existing and new slabs of ice. This makes for a much safer rink. The refrigeration room has been located at the north end of the rink, which separates the trench cover from the primary pedestrian access. The locker areas have been increased approximately 8' in the east west dimension. This provides for adequate sized locker rooms for adults, individual showers in lieu of gang showers, four showers in lieu of two showers for each pair of locker rooms, and fifth locker room specifically for women's use. The elimination of a mezzanine overhang of the walkway adjacent to the ice allows for improved mezzanine viewing of the ice slab. Additional storage spaces have been added, including freeing the existing Zamboni room for storage as well as providing two new storage rooms in the addition. We are providing a total of 3,456 S.F. of new storage space. A raised handicap accessible viewing platform has been included at the southeast corner of the rink. Given the possible concern regarding segregation of handicapped spectators, this area could easily be located adjacent to the lobyy if preferred. An option has also been provided for the addition of an elevator if handicapped access to the mezzanine is preferred. This would be our recommendation, if budget allows. We have added a single fixture water closet in the multi -purpose room to make it self- contained for the birthday or team parties. We have added a restroom for the officials adjacent to their office/changing room. Proposal to City of Fort Collins 5.2.12.1— Page 1 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A N Future The refrigeration room is sized for the future equipment, so when the existing slab is planning converted to a sand bed the trench cover will also be located away form the primary pedestrian route. We have extended the trench in the expansion to the existing east wall of the existing ice slab for ease of extension. By locating the refrigeration room at the north end of the building future pedestrian access during the replacement of the existing ice slab will permit continued internal pedestrian access to the new ice slab. Once the existing ice slab is replaced and the existing refrigeration equipment is removed, we recommend creating an enclosed hall through the old equipment room, connecting the existing lobby to the east end of the existing Zamboni room. This would help the current situation, which provides access to the new facility through a relatively narrow aisle behind the boards by creating a wider enclosed walkway behind the existing masonry wall. Proposal to City of Fort Collins 5.2.12.1 — Page 2 Second Sheet of Ice at EPIC (P-812) November 28, 2001 T H E. FUTURE PARKING AREA N E E N A N C O SECOND SHEET OF ICE A .. TNC -h Nov. 29, 2001 in association with GllttCallahan Architects. Inc. N E E N A N 1 PmjeGNM80p Ica In Daelan Wgn I I I Chan Oscan AmM Pogacl Cmplsin Callahan Robert Hoeanne Banthe Jon Van BenMe Proposal to The City of Fort Collins Second Sheet of Ice at EPIC DONE EPIC Ice Rink Team Organization Construction Q" Sedw Project Mon@W Bob Me m "Bums "Mika Pmleot Msnsax A'emietructlon Superirnenoem Tim Stem Steve Mesa nESe�N "R` '•i ��`F• eJe¢ ., (AlIe1B19E IieIE0e MxhOngal Eletlrle 41mCnnwftaM 5.2.4.1 - Page 1 November 28, 2001 T H E N E E N A N Edging jce nk MEZZANINE PLAN SULE: 146'=t'-0' 3.496 SQUARE FT ')POSED SECOND ICE PLAN �6'=1'-0" 33J025Q. FE TOTAL 10 10 ]0 SECOND SHEET OF ICE A TNC -Nov. 29th- 2001 In ass. c latlon with Gil(illanallahan Architects, Inc. O.H. � Trans area FM TNG - Nov. 29th, 2001 in assodatton with Giltillan-Callahan Architects. Inc. T H E N E E N A N fth PROPOSED ELEVATIONS NOT TO RACE - SECOND SHEET OF ICE A 6'd" Brick vent o— Mad,enioll riem ,vond — pt,sl conuEe panel TNC -Nov . 29tha 2001 In association with Gilfillan -Calla Xan Architect'. Inc. B lwadl si 81 PH invnerane.mf PROPOSED E%ISTING EXPANSION BUILDING New bean and mlumnline EA,dnB wall } l�l b enparlid ea bearin8 contlltim to renan--- by / �otnan ,Yrface @ BUILDING SECTION_ NOT TO SCALF Rod aloe A ailing steel roof i ' C `Painted cont. ® panels Players PR POSED HE_ET2 Iw/ nsula=d bed (2� BUILDING SECTION_ NOT TO SChIF g1Nall Panels 000 SECOND SHEET OF ICE AT T H E N E E N A N SECOND TNC - Nov. 29th, 2001 in association with Gilfillan- Callahan Architects, Inc. t l� NORTH PERSPECTVE QSOUTH PERSPECTIVE C O M P A N Y r . nNO�HEAST PERSPECTIVE SHEET OF ICE AT 5.2.12.7 Existing N E E N A N BUILDING CODE STUDY Total SF 71,292 SF (first floor) + 12,570 SF (mezzanine) = 83,862 SF approx. Uses Assembly (pool, ice rink and seating) A 2.1 67,089 approx Offices, storage, lockers, lobby, equipment rooms B 16,773 approx Actual stories I Construction type II — 1 hour Allowable area per 1997 UBC increase for separation* total increase for sprinkler** total A 2.1 B 13,500 18,000 x 2 x 2 27,000 36,000 x 3 x 3 81,000 108,000 Mixed use calculation 67,089 + 1LM = .828 + .155 = .983 < 1 (existing building is ok, 81,000 108,000 but no expansion SF capacity) Based on the above information, the new expansion must be separated from the existing building by a 2 hour separation wall, per UBC section 504.6. * per 505.1.2 ** per 506.3 New Total SF Uses Actual stories Construction type 29,806 SF (first floor) + 2,496 SF (mezzanine) = 32,302 SF approx. Assembly (ice rink and seating) A 2.1 28542 approx Offices, storage, lockers, multipurpose, equip rooms B 3,760 approx Allowable area per 1997 UBC increase for separation* total increase for sprinkler** total A 2.1 B 13,500 18,000 x 2 x 2 27,000 36,000 x 3 x 3 81,000 108,000 1 II — 1 hour Mixed use calculation 24.000 + 3.760 = .296 + .035 = ..331 < 1 (building is ok) 81,000 108,000 Based on the above information, the new expansion must be separated from the existing building by a 2 hour separation wall, per UBC section 504.6. * per 505.1.2 ** per 506.3 Proposal to City of Fort Collins 5.2.12.7 — Page 1 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A N 5.2.13 PROPOSED COMMISSIONING PLAN Background The Neenan Company as leader of the design/build team will contract with a Commissioning Agent to perform a commissioning process in order to ensure that the building complies with all of the Owner's requirements. Commissioning Commissioning is a systematic process of ensuring that the building systems Goats and perform according to the design intent and the owner's operational requirements. All Objectives equipment and systems should be installed according to manufacturer's recommendations and the best practices and standards of the industry. Commissioning will include documenting the design intent, followed by activities in the construction, acceptance, and warranty phases of the project. The three main goals of the commissioning process are: • Facilitate the final acceptance of the project at the earliest possible date. • Facilitate the transfer of the project to the City maintenance staff through improved operations and maintenance documentation and training. • Ensure that the comfort, lighting, and safety systems meet the requirements of the occupants. Commissioning is also intended to achieve the following specific objectives: • Document that equipment is installed and started per manufacturer's recommendations. • Document that equipment and systems receive complete operational checkout by installing contractors. • Document system performance with thorough functional performance testing and monitoring. • Ensure that operations and maintenance documentation left on site is complete. • Ensure that the building operating personnel are adequately trained on the operation and maintenance of building equipment. Verify the documentation of as -built description of system operation and performance. Commissioned The following systems will be commissioned in this project. Systems • HVAC components: • Roof Top Units • Exhaust Fans • Cabinet Heaters • HVAC system: interaction of cooling, heating, and comfort delivery systems • Building Automation System (BAS): control hardware and software, sequence of operations, integration of factory controls with BAS • Interior lighting controls • Fire alarm and detection system Proposal to City of Fort Collins 5.2.13 —Page 1 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A N General General descriptions of the commissioning roles are as follows: Descriptions of Roles • Commissioning Agent: Coordinates, directs, and documents the commissioning process. • General Contractor: Facilitates and supports the commissioning process, ensures that subcontractors perform their responsibilities and integrates commissioning into the construction process. • Subcontractors: Demonstrate correct system performance. • Operations Staff: Participate in commissioning tasks and performance testing, review O&M documentation, attend training. • Architect, Mechanical/Electrical Engineer: Assist in resolving issues identified through commissioning activities. ■ Manufacturers and Vendors: Provide documentation to facilitate commissioning activities, perform contracted startup and participate with functional testing. Commissioning This section sequentially details the commissioning process by commissioning task Process or activity. Commissioning The scoping meeting brings together all members of the design/build and owner Scoping Meeting team that will be involved in the commissioning process. Each building energy system to be commissioned is addressed, including commissioning requirements, and completion and start-up schedules. During the scoping meeting, all parties agree on the scope of work, tasks, schedules, deliverables, and responsibilities for implementation of the Commissioning Plan. Final The commissioning agent finalizes the draft Commissioning Plan using the Commissioning information gathered from the scoping meeting. The initial commissioning schedule Plan is also developed along with a detailed timeline. The timeline is fine-tuned as construction progresses. Design Intent The design requirements, relative to the building systems selected for Documentation commissioning, must be explicitly documented in order to establish a baseline of performance expectations to which the actual installed performance is compared. AEC will prepare, with the assistance of the building owner and design team, a Design Intent Summary which documents the design intent for those building energy systems selected for commissioning. The Design Intent Summary reflects the underlying assumptions and requirements that become represented in the construction documents. The commissioning scope does not directly address the energy performance of the building and sub -systems. However, the results of the commissioning process will aid the utility in evaluating the energy performance. Submittals The general contractor will provide the commissioning agent with a set of equipment and system submittals. This equipment data includes installation and start-up procedures, O&M data, performance data and temperature control drawings. The subcontractors, general contractor or A/E notify the commissioning agent of any new design intent or operating parameter changes, added control strategies and sequences of operation, or other change orders that may affect commissioned systems. Proposal to City of Fort Collins 5.2.13 — Page 2 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A N Site Observation The commissioning agent makes periodic site visits to witness equipment and system installations. Each site visit will have a specific agenda and will be coordinated with the general contractor site supervisor. The commissioning agent attends selected planning and job -site meetings in order to remain informed on construction progress and to update parties involved in commissioning. The general contractor provides the commissioning agent with information regarding substitutions or change orders that may affect commissioned equipment, systems or the commissioning schedule. Pre functional A Pre -Functional Inspection Checklist will be developed and completed for all Checklists and mechanical equipment being commissioned (RTU's, VAV boxes, computer room AC Startup units, exhaust fans, cabinet heaters). The checklist captures equipment nameplate Procedures and characteristics data, and confirms the as -built status of the equipment or system. The checklists ensure that the systems are complete and operational and document the installation of components and completion of systems. The checklists will be prepared by the commissioning agent from manufacturer's data, drawings and specifications to include the required installation, checkout, and start up procedures. The installing subcontractors date and initial the checklists as the construction and start-up is completed. The commissioning agent will review and verify the completed checklists before scheduling the functional performance testing. Development of Functional performance testing verifies the intended operation of individual Functional Test components and system interactions under various conditions and modes of and verification operation. The systems are run through all of the sequences of operation and the Procedures response of components is verified. Testing proceeds from components to subsystems to systems, and finally to interlocks and connections between systems. The commissioning agent will prepare functional performance test plans so that the complete sequence of operations is included. The commissioning agent obtains all documentation, including an updated points list, control sequences, and setpoints. If necessary, the commissioning agent may request clarifications from contractors and the design team regarding sequences and operation. Prior to execution, the commissioning agent provides a copy of the primary equipment tests to the installing subcontractor and general contractor who can review the tests for feasibility, safety, warranty and equipment protection. Component testing executed in the test and balance process will be incorporated into the functional testing documentation. Descriptions of the functional testing procedures and participants, by equipment and system type, are included in Section 8 of this commissioning plan. Execution of The commissioning agent schedules functional tests through the general contractor Functional and subcontractors. Under the supervision of the commissioning agent, the Testing installing subcontractor performs the hardware and/or software manipulations Procedures required for the testing. Owner maintenance staff may also be present in order to assist in system observations. The commissioning agent witnesses and records the results of functional performance testing. Proposal to City of Fort Collins 5.2.13 - Page 3 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A N Any deficiencies found from functional performance testing will be documented in a Deficiency Report. The report will include all details of the components or systems found to be non -compliant with the parameters of the functional performance test plans and design documents. The deficiency report will become part of the punch list. The report will detail the adjustments or alterations required to correct the system operation, and identify the responsible party. The deficiency report will be continuously updated. The commissioning agent schedules any required retesting through the general contractor. Decisions regarding deficiencies and corrections are made at as low a level as possible, preferably between commissioning agent, sub- contractor and general contractor. Short -Term Short-term diagnostic testing, using data acquisition equipment to record system Diagnostic operation over a two to three week period, will be used to investigate the dynamic Monitoring interactions between components in the building system. The short term diagnostic testing will concentrate on the roof top unit air handling systems, terminal reheat, and lighting control systems. The monitoring will occur after occupancy, and may be scheduled in the winter to test the reheat system demand limiting. The objectives of the monitoring are to evaluate the scheduling, the interaction between heating and cooling, and the effectiveness of the lighting controls. Operations and The operation and maintenance manuals prepared by the contractors for the owner's Maintenance maintenance personnel will be reviewed for completeness. The contractors are Manuals encouraged to submit 0&M manuals at the earliest possible date. Materials may be added, or requested from the contractors, to stress and enhance the importance of system interactions, troubleshooting, and long-term preventative maintenance and operation. A database of preventative maintenance information is created from the materials in the O&M manuals. Training and Effective maintenance personnel training is critical to the long term performance of Orientation of the new building. The commissioning agent will assist the owner and general Owner contractor in organizing the training sessions by identifying the appropriate staff for Personnel and each session and creating an overall training plan. Occupants For each training session, the contractors provide a detailed agenda for each piece of equipment or system for which training is required. The agenda describes the training scope, duration, and methods, along with the name and qualifications of the trainers. The commissioning agent develops a plan for including in the training session contractors / trainers from different disciplines, when appropriate. The trainer documents each training session (duration, general subjects covered, and attendees). The commissioning agent may witness any of the training sessions. The commissioning team will prepare an occupant manual that describes the unique aspects of the building systems from an occupant's perspective. The occupant manual will help the occupants understand the intended operation, comfort ranges, and lighting levels of the building. Proposal to City of Fort Collins 5.2.13 — Page 4 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A N Warranty The building systems will be initially tested during the summer season with building Period occupancy planned for fall 2003. Seasonal variation in operations or control strategies may require additional testing during peak cooling and heating seasons to verify system performance. During the warranty period, seasonal testing and other deferred testing is completed as required to fully test all sequences of operation. The commissioning agent coordinates this activity. Tests are executed and deficiencies corrected by the appropriate subcontractors, witnessed by facilities staff and the commissioning agent. Any final adjustments to the O&M manuals and as- builts due to the testing are made. The commissioning agent will request input from the owner's operations staff and occupants about the performance of the building systems. The commissioning agent also supports the general contractor's troubleshooting process during the warranty period. The general contractor's warranty team will first try and resolve the issues before requesting assistance from the commissioning agent. Commissionin A final Commissioning Report will be compiled which summarizes all of the tasks, g Report findings, and documentation of the commissioning process. The report will address the actual performance of the building systems in reference to the design documents. All test reports by various sub -contractors, manufacturers and controlling authorities will be incorporated into the final report. The commissioning report includes: • An evaluation of the operating condition of the systems at the time of functional test completion, • Deficiencies that were discovered and the measures taken to correct them, • Functional test procedures and results, • Reports that document all commissioning field activities as they progressed, and • A description and estimated schedule of required deferred testing. Proposal to City of Fort Collins 5.2.13 — Page 5 November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A NO 5.2.4.2 TEAM MEMBER LIST Design The Neenan Company Builder Bob Meserve, Senior Project Manager, Project Leader 2620 E. Prospect Road Suite 100 Fort Collins, CO 80525 Telephone: 970-495-6319 Fax: 970-495-5869 Consultants Gilfillan/Callahan Architects, Inc. (Pat Callahan, Consulting Architect0 1600 Golf Road Suite 1000 Rolling Meadows, IL 60008 Telephone: 847-9 52-0545 Fax: 847-952.0575 Commercial Refrigeration (Ice Consultants/Ice Package Design -Build Sub -Contractor) Ron Jackson 421-116 Ave. N.W. Edmonton, Alberta, Canada T6S-1 G3 Telephone: 1.800-414-0990 Fax: 403-464-4077 Merit Electric (Electrical Engineer/Design-Build Electrical Sub -Contractor) Brennan Schumacher 4700 Innovation Drive Suite D-1 Fort Collins, CO 80525 Telephone: 970-266-8100 Fax: 970-266-1640 Design Mechanical (Mechanical Engineer/Design-Build Mechanical Sub -Contractor) Steve Larson 5637 Arapahoe Road Boulder, CO 80303 Telephone: 303-449 -2092 Fax: 303-449-8739 Proposal to City of Fort Collins 5.2.4.2 —Page 1 November 28, 2001 Second Sheet of Ice at EPIC (P-812) I F I Archistructioe Appendix Proposal to City of Fort Collins 5.2.15.1 - Appendix November 28, 2001 Second Sheet of Ice at EPIC (P-812) N E E N A jss , R r 3 $ryv l �4� ,. r1P2 2 An: Integrated Approach To Building New Envlronmerlts a� W,j-S x ': . 00. n l (} ^x1M al,'x= Yes y F ^:1 N E E N A N Shattering the Myths approach The buildings you see in this brochure are unique. Their singularity comes not necessarily from appearance or physical attributes. They are diBerent because they are the result of a new, more efficient approach to the entire building process. A Digerent Historically, the traditional approach takes diverse disciplines with individual profit motives and places them in an App'°O h adversarial relationship. This approach embraces the myth that competition yields the best price. However, this Tb Building industry tradition yields problems, such as high change orders, litigation and unfinancable projects that never come to fruition. If this process works so well, why are there so many problems? Our process takes diverse disciplines and places them in a cooperative relationship, where the service motive of meeting your objectives is the highest priority. Together, with you, we are partners in the construction of your building environment. As such, we help you identify the target of your project and get the entire development process initiated properly, right from the start. We take responsibility for all aspects of the project, including design, construction and financing. Our process will save you time and money, avoiding delays, liens, lawsuits and many of the other unpleasant realities of conventional construction. 11s Ne AWk6aky M-nba srWm Our Services o Development Ownership o Development Management o Asset Management o Site Selection & Land Acquisition o Financing o Design o Pm -construction o Construction a Project Review a Safety Program o Post Construction Warranty 4nbFla,YI,W Mission Statement To significantly improve the economic vitality of our clients, and to improve the lives of all that we touch to such a degree that it transforms the industry of the built environment (one project at a time) Scheduling At the heart of our scheduling success is tr The Neenan Reliability Planning System (NRPS). We developed this system after worldng with other industry professionals to streamline our delivery process and increase our reliabll{ty. We have Increased our rellabigty on pRifects to approximately 75%, double the q #w,gUan Industry ��— average., This system is unique to•our, companyRnd all of our project managers and supetintendents use it consistently. Pro- onittructlonServices-estimatingandcostmanagement In a construction project 80% of the cost is determined in the first 20% of the design. Because of , we know how important it Is for pre- rbnstructionstaftoworkwiththedesignstafffromthebeginning. Asneany100%ofourworkisde ' uild,ourpre-consfntctlonpersonnel ve excellent skills to conceptually estimate a projectproviding alternate solutions while the design being created. Through ourprocess, .slue is added at the startofthe projectso scope doesnothave to be cutatthe and. Collaborative Design Process MNhere has this process been for 30 rears?" According te Jerry Mear,'Nothing has charged in design -wild In the last 30 years, What Is dtifaram Is your Ccllabomtiva Design Process.' Jerry Is a Colorado developer, an eutperienoad purcheser of daagNbuild services. (CDP) Is o aof Design our design and pecomhudlon delivery process. In a short period of one or two days, m bring together the m city The CDP is unque In the Industry and Is dnferad ham a'dasign chsrta .' We deliver innovative design solutions In conjunction with accurate pricing M much less time Man the traditional design -build process The CDP is on used on an going"to design and coordinate she project as it WON". lypical CDP Deliverables: Building Design Direction Conditions of Satisfaction Outline Specifications Project Schedule Project Budget open Items List ,•Y.a'c =^._ The Results: ✓fi Faster Delivery Alignment of Stakeholders - _ Harty Reliability and Accountability = of Project Schedule and Cost _-- Ffeldlgafety Management The Neenan STAR Safety Process Safety In each project is vary wee deelpned from a beheviorbeW a Important to TNC. Our full time Safely safety concept and all of Ole Director takes aide In working wIM components of the program are all of our Superintendents, Project STAR " intermleted and designed to function Managers and Subcontradars to 00v7buMaeanvemo together in support of the overall assure that they exceed our SAFETY PROCESS _ goal. A Tbfal Safety Culture Is our standards. We lave an E.M.R. rating eeerm ultimate goal and achieving it of 0.54. which Is considered excellent requires that attention be given to in our Industry. We bike great pride In three basic domain: the environment "no together a spedac safety plan ev,.ww none Including rods, equipment, and for every project that wit bulk) and dimete of the work setting; the am very diligent about meeting or parson Including attitudes, bellefs, exceeding OSHA requirements on personalities and sickle of the each projea amp"; the behavior Including safe and at dek work practices and intervening for a oD•worWs safety. 9eMyMtwim ibawpra SrdaryGL/mrinAmli46uNm•whoeProJat]imvfxuanFSrMmrrwm4NMbWa, and ra.m eaW®mr Paronfacpnabauweamdu+�wrlwN!lwrpnnvmWmmgf'nrawa✓xr 5•Year Safety history 1996 1997 1998 1999 2000 y Incident Rate 10.80 2.56 5.75 5.31 8.06 EMR 0.70 0.70 0.63 0.56 0.54 N FORT COLLIIJS CITY BUILDING Fort Collins, Colorpdp The design solution for this project demonstra civic image for the City of Fort Collins. The bu frame construction with brick and native sand; skin. The rmeterials and building systems were specifically to address overall building perfom regards to life cycle costing, sustainable desig daylighting and flexibility of layout. The desigr upon the precedent established by the Larime Justice Center by providing visual linkage acn that unifies the city master plan while still mair unique identity. This 72,000 square,foot, three-story building v completed in the spring of 2001. The Neenan provided design/tiulld services partnering with Architecture owdssign services. ructlon ahrt: N E E N A N ,;,,q:, LARIMER COUNTY SHERIFF ADMINISTRATIVE BUILDING Fort Collins, Colorado This facility, completed in 2000, was built to accommodate the expanded requirements for the Larimer County Sheriff's administrative offices and all support functions. The project was awarded utilizing a design/build delivery model, with Neenan Company as the design/builder„grid CZArchiledty, PrgvIdIng�desililp services tluougkl enan Thg two-story, 36,5001square foot bulldjp'g w �Yflrelgt�6f schedule anSj , Cot YJtdiiation.®fpartlsllp1oasIg bearing afrdhit<iii i blo laack exterior walnd conventional steel framing, helped the County achieve an extremely tight project'budget, which allowed for the extensive technical requirements within the building. Included in this fully secured facility are a forensic evidence processing laboratory with biohazard evidence processing capabilities, 911 dispatch center, and an emergency operations center with microwave radio communications. client: Larimer County Fort Collins, Colorado Archhod: OZ Architecture Construction Star: grpject completion: October 2*- r r COMMITTED TO EXCELLENCE November 8, 2001 To Whom It May Concern: FACILITIES DEPARTMENT David J. Spencer, CFM, Director 2555 Midpoint Drive Suite D Fort Collins, Colorado 80525 PHONE (970) 498-5914 FAX (970) 498-5901 E-MAIL spencedj@co.larimer.co.us I have had the opportunity to interact with the Neenan Company in a variety of capacities over the last four years and find them to be an excellent organization to work with. They have assisted Larimer County in a number of ways including project estimation, feasibility study, peer review of concepts and designs and the full Design Build function of the Sheriff's administrative facility. In every way they have been the consummate professionals and have kept customer satisfaction as their primary goal. Their attention to detail and strict adherence to schedules contributed to the complete success of the project. Additionally they have not forgotten us after the last check was cut, our requests for service under warranty have had prompt attention and are completed to our satisfaction. In light of these positive experiences I have no reservation in recommending the Neenan Company to be a part of your team in any capacity. Should you have any questions please feel free to contact me. Respectfully Submitted, avid ]. Spencer N E E N A N ST. JOSEPH'S SCHOOL Fort Collins, Colorado The Neenan Company provided design -build services for an addition and renovation project, partnering with Hartman Associates to provide architectural services. This project included y ,' a classroom and cafeteria addition, and the remodel of the existing gymnasium. This project was partially performed with the *ssc�ht1ool in operation and allowed for minimal disruption to existing ac�iviges. Client Pt. Joseph's School Fort -Collins, Colorado Architect: Hgttmon gaepcjateq ArGiheelu 8 Plannlnp & the Noonan Company "if hen they werefirst recommended to me, it was with the fact that they have a track record of coming in on budget and on time with their projects. This was true of the Saint Jbssph School project. Phase One was completed a month ahead of schedule and on budget. Phase Tivo also was completed on time, and this is saying something because this phase included major renovation of the 1925 building. " Philip S. Meredith, Pastor ,... ConstruatlonStart: May 1999 project Completion: October 1999 1 ARCHDIOCESE OF DENVER MANAGEMENT CORPORATION 1300 South Steele Street Denver, CO 80210,2599 Phone: 303.722.4687 March 10, 2000 Mr. David Neenan The Neenan Company 2620 E. Prospect Road Ft. Collins, CO 80524 Dear David: On behalf of the Archdiocese of Denver and St. Joseph Parish of Ft. Collins, I would like to thank you and all of your staff for a job well done. We are very proud of the addition to the school, and the children, teachers and parents are delighted with their new building. I would like to especially thank the Neenan team, Ron Kechter, Jarrod Daddis, Dean Barber, Jim Deitchler, Roger Wedderburn, April Sultan, and Pat Marchetti. These people all were responsive to our request and delivered the building on time and on budget. Out of the $55 million worth of construction projects that the Archdiocese was responsible for last year, this project has been one of the smoothest running I was involved with from the initial collaborative design meeting through building completion. We look forward to Phase II and to working on future projects with The Neenan Company. Very truly yours, �" V Walter E. Wostenberg Director of Construction c: Rev. Phillip S. Meredith, Pastor CATHOLIC CHURCH 600 West Mountain Avenue Post Office Box 502 1 Collins, Colorado 80522 aphone (9701 482-4148 ' r9701 221-0635 February 8, 2001 Reverend Timothy J. Evans Pastor - Saint Elizabeth Ann Seton Parish 5450 South Lemay Avenue Fort Collins, CO 80525 Dear Tim, ELEMENTARY SCHOOL 127 North HOWBS Sheet Fort Collins, Colorado 80521 Telephone (9701 484-1 171 FAX (9701 221-0635 I know that you and your Parish are in the midst of planning for a major construction project. As you know, we finished our project this past September. As you look to choosing an architect, contractor, etc., I would like to recommend to you the Neenan Company. Neenan was with us from the very beginning with the design phase to the completion of the project. We already had an architect, Ric Hartman, who they worked with throughout the project. Because of the style of business that they offer, called "archistruction," I can honestly say that our project went better than I ever hoped or imagined it would. When I heard horror stories from other pastors as to what they endured in their construction projects, I really dreaded having to "build a building." But with Neenan it was a wonderful experience. When they were first recommended to me, it was with the fact that they have a track record of coming in on budget and on time with their projects. This was true of the Saint Joseph School project. Phase One was completed a month ahead of schedule and on budget. Phase Two also was completed on time, and this is saying something because this phase included major renovation of the 1925 building. l am enclosing copies of correspondence between Walt Wostenberg and David Neenan which 1 think tells pretty much the whole story. Yours in Christ. Philip S. Meredith Pastor