STADIUM PROJECT REVIEW Colorado State University New Stadium Project

February 3, 2015

Presented by: Presented to:

TABLE OF CONTENTS Section Subject Page

I. Executive Summary

Programmatic Justification 1 Project Description 1 Site 1 Schedule 1 Conclusion 1

II. Program Information

Vision / Mission Statement 5 Programs 5 History 5 Program Needs and Trends 5 Benefits of the Project 6

III. Facilities Needs

Program Square Footage Requirements 9 Exterior and Interior Materials 11 Existing Site Analysis 11 Acquisition of Real Estate Property 11

IV. Project Description

Civil Narrative 15 Site and Landscape Narrative 16 Structural Consideration 17 Mechanical Narrative 18 Plumbing Narrative 19 Electrical Narrative 19 Life Safety Systems Narrative 20 Sustainability Narrative 22 CSU Standards 21 Project Cost Estimate 21 Project Budget 22 Project Schedule 22

V. Relation to the Master Plan

Physical Master Plan 25 Flood Mitigation Analysis 25 Parking and Biking 25 Utilities 25 Landscaping 25 Information Technology 25

VI. Appendices

Appendix A - Project Budget 29 Appendix B - Executive Project Schedule Analysis 33 Appendix C - Plans / Renderings 35

ii. Table of Contents

I. EXECUTIVE SUMMARY

Programmatic Justification Funding Project Description Site Schedule Conclusion

EXECUTIVE SUMMARY

Programmatic Justification The proposed project supports the University’s strategic goals of bringing football back to main campus by building a new multipurpose stadium on main campus. The +5012 ex  eld accesss +500+5 8 exx academdde icc dinningngg serse viciceee entrt y/ey/y xitit new stadium would not only be the home of the CSU +500+50+5500505003 ex

+5012 fffe NORTH GREAT +5005000 4 fffe Rams football program, but also provide the campus and GREEN PLAZA EXISTING SURFACE +501+50501010 PARKING LOT TO REMAIN community with a facility available for a wide variety of +5004  eld NEW PITKIN needs, 365 days a year. Research indicates that the new STREET ENTRY stadium offers the potential for the university to increase its connection with the community at large. The following DDROP BRONZE RAM STATUE +502+ 0 ffe OFFOFF highlights the reasons this project is both necessary and SPONSOR PAVERS

ROCKY MOUNTAIN PLANTING timely: HEAD IN PARKING 40 spaces Y AY WAY W S

MS M +5004  eld A • Make the stadium part of campus, helping to bring RA R W E alumni back to the University NEW N

+5019 ffe SOUTH GREAT GREEN PLAZA campus • +5015 ffe entry Create an energized atmosphere for students, +502+50+55020 3 plplazaazzaza signage

+501++50500016 alumni, and fans +5019 ex +5012 ex B ET E EET • Bring nationwide prominence to CSU MB TR STR C TCO

300 Wyandotte, Suite 200 T +1 816 221WHI W 1500 info@populous.com SCHEMATIC DESIGN JANUARY 23, 2014 SITE DESIGN Kansas City, MO 64105, USA F +1 816 221 1578 populous.com 4 • Provide a game-day environment that will attract Site the nation’s top athletes The stadium will be sited along the south edge of • Enhance the game-day experience through campus between Lake and Pitkin Streets in a north-south expanded tailgating options, state-of-the-art orientation with a traditional horse shoe configuration. video and sound systems, premium seating, and The venue will be centered on Meridian with its open end first-class concessions facing north creating a welcoming embrace to the campus, • Add a spectacular venue for the region to host providing connectivity to the Great Green at the heart of student body and community events the campus. Throughout the stadium site, natural elements and native Project Description landscape will be used to provide flexible gathering spaces The development of a new multi-purpose stadium in Fort for different types of events as well as pedestrian and Collins, Colorado to be the home field of the Colorado vehicular circulation. State University Rams, and to host other sports, Schedule entertainment, civic, cultural and commercial events. The stadium will be flexible, multi-functional, and designed The project has been approved by the CSU System Board to comply with the applicable standards of the National of Governors at the December 5, 2014 and approved as Collegiate Athletic Association (“NCAA”) and have an part of the Two-Year Cash Funded Project List by the Capital Development Committee on January 27, 2015. estimated spectator capacity of 40,000 for football games. Design work continues with construction to commence The stadium will include a variety of program features in Summer 2015 in preparation for opening in August of including; administrative and football operations offices, 2017 so as to coincide with football season. See Appendix luxury suites, club seats, club lounges and other premium B for Detailed Schedule. areas, concessions, operations offices, concession storage and kitchen, public restrooms, building receiving area and Conclusion loading dock, ticket office, team store, locker room and By building a new multipurpose stadium on main campus, dressing room facilities, press box, audio/visual control Colorado State University will be able to create an room, venue storage, first aid office, event office, and energized atmosphere for students, alumni and fans, other standard programmed space needed to support provide a game-day environment that will attract the the stadium. nation’s top athletes, further increase the connection to the community at large, and bring nationwide prominence to CSU.

I. EXECUTIVE SUMMARY // 1

II. PROGRAM INFORMATION

Vision / Mission Statement Programs History Program Needs and Trends Benefits of the Project

PROGRAM INFORMATION

Vision / Mission Statement results of extensive market research, professional Per the Stadium Advisory Committee presentation on expertise and guidance, CSU historical experience February 3, 2012, the vision was stated as this: and considered judgments by a large group of CSU staff; and “Our stadium will be more than a football field. It can be • Various estimates of sources of funding including a gathering place for our campus and our community; a donations, premium seating, naming rights and landmark in which all of us take great pride”. commercial interests. Programs In the first half of 2013, the University and its consultants The multi-purpose facility will include a number of engaged to continue further study to create the ideal programs to support the Vision and Mission Statement of project program based upon the findings of the Feasibility the project; Study. In August of 2013 the Design Phase commenced to further design concepts relative to a 40,000 patron • Football Operations capacity stadium. The work of this Design phase provides • Football Game Day Operations the basis of the refined design, scheduling and project • Ticketing Office budgets included within this Program Plan. • Team Retail Store • Concessions On December 5, 2014, CSU President, Tony Frank, • NCAA Men’s and Women’s Soccer presented the project for approval to the University’s • Lacrosse Board of Governors. The project passed with an 8-0 vote and the project team commenced with design to meet History the $220 million approved budget. In February of 2012, a Stadium Advisory Committee was formed to review the feasibility of a proposed new, on- Program Needs and Trends campus stadium and multiple-purpose facility. The general seating will be designed to accommodate a mix In the months following the formation of this Committee, of chair backs and bench seating. Included in each seating they convened five sessions, each held in public, to review section will be a concourse that will provide fan amenities the work of retained consultants and university staff. (restrooms and concession stands) and circulation to the The Committee explored detailed analysis of possible seating bowl. The stadium will also contain multiple types sites; suggested design and component parts; school, of premium seating and club areas. The goal of each one alumni and community input; market research related of these spaces will be to maximize the revenue potential to the reception to a new facility and possible sources for the University. and methods for funding such a facility. In addition, sub- Finishes in each of the premium spaces will be designed to committees were formed to explore each of these topics the appropriate level of sophistication, while balancing the in great depth, and over 25 sub-committee meetings were constraints of the budget. Foodservice and retail facilities held. The Committee focused on the feasibility of a facility will be distributed throughout the stadium to support an that would accomplish the stated goals and live within the entertaining stadium atmosphere. The team facilities will constraints established. be located at field level for easy access to the playing field. The Feasibility Study was released on August 9, 2012 and The majority of the football operation program will be included the following information: located at the service level allowing comfortable access from the exterior of the stadium. • The site selected and evaluation process; Some of the areas associated to this program will include: • The vast input and resulting design of the stadium a home team locker room, equipment room, athletic including the program plan, stadium views, and training room, meeting rooms, coach’s offices, and conceptual drawings; recruiting room. Administration and media facilities will • Specific narratives related to parking and be accommodated at multiple floor levels of the football transportation as these are topics of particular stadium. interest to the community; Ticketing, press support and press box spaces will all be • Costs and timing estimates; included as part of this project. A new pedestrian plaza is • A range of financial forecasts representing the planned at the north end of the stadium.

II. PROGRAM INFORMATION // 5 The plaza will be designed to engage the existing campus context and provide graceful connectivity for students, faculty, administrators, and visitors. Benefits of the Project Early in the work of the Stadium Advisory Committee, the group collaborated and defined the following five major benefits of the Stadium project to the mission of Colorado State University: 1. Ability to develop strong game-day traditions that; • Unify our community, • Create lifetime ties with our students, • Enable us to engage deeply with our alums and donors. 2. Ability to attract quality coaches and athletes: catalyst for football prominence. 3. Branding: Ability to generate national exposure and recognition for our community; • Contributes to increasing in-state and out-of- state applicants, • Delivers opportunity to enhance enrollment standards, • Contributes to our ability to operate as a financially independent/self-sustaining University. 4. Delivers a positive economic impact to the greater Fort Collins community. 5. Delivers a multi-use facility to our campus and Fort Collins; a landmark gathering place in which we can take great pride.

II. PROGRAM INFORMATION // 6 III. FACILITIES NEEDS

Program Square Footage Requirements Program Alternatives Exterior and Interior Materials Existing Site Analysis Acquisition of Real Estate Property

FACILITIES NEEDS

Program Square Footage Analysis

ROOM DESCRIPTION SUB TOTAL NSF TOTAL NSF Classification 1: Spectator Facilities Spectator Capacity 209,618 Suites 22,722 Sideline Field Club 6,696 Stadium Club / Loge Seats 14,814 Public Restrooms 27,477 Guest Services 2,360 Police Services 761 Total Spectator Facilities 284,448 Classification 2: Food Service and Retail Facilities Food Service 9,516 Concession Stands 16,531 Retail Sales 3,191 Total Food Service and Retail Facilities 29,238 Classification 3.1: Home Team Facilities – Entry Lobby Entry Lobby 8,191 Public Restrooms 325 Total Home Team Facilities – Entry Lobby 8,516 Classification 3.2: Home Team Facilities – Football Administration Football Administration 8,939 Video 1,258 Football Support 1,095 Total Home Team Facilities - FB Administration 11,292 Classification 3.3: Home Team Facilities – Football Team Facilities Meeting Rooms 5,691 Locker Room 6,639 Player Lounge / Recruiting Lounge 3,428 Football Coaches Lockers 2,168 Weight Room 11,093 Sports Training 6,536 Equipment / Laundry 3,917 Staff Lockers 1,242 Total Home Team Facilities – FB Team Facilities 41,214 Classification 3.4: Team Facilities – Other Visiting Team Facility 5,814 Auxiliary Locker Room 3,828 Support 116 Officials 997 Home Post-Game Interview 1,763 Total Team Facilities- Other 12,518 Classification 4: Media Facilities Press Box 8,270 Media Support 3,220 Media / Press Support 4,359 Total Media Facilities 15,849

III. FACILITIES NEEDS // 9 Program Square Footage Analysis

Classification 5: Administration Facilities Ticket Office 1,948 Total Administration Facilities 1,948 Classification 6: Service & Operations Facilities Offices / Operations 3,557 Dock / Staging 4,804 Storage 14,782 MEP 32,551 Janitorial 2,806 Total Service & Operations Facilities 58,500 Classification 7: Circulation Concourse 75,500 Vertical Circulation 13,001 Service Corridor 27,691 Total Circulation 116,192 Summary Classification 1: Spectator Facilities 284,448 Classification 2: Food Service and Retail Facilities 29,238 Classification 3.1: Home Team Facilities – Entry 8,516 Lobby Classification 3.2: Home Team Facilities – 11,292 Football Administration Classification 3.3: Home Team Facilities – 41,214 Football Team Facilities Classification 3.4: Team Facilities – Other 12,518 Classification 4: Media Facilities 15,849 Classification 5: Administration Facilities 1,948 Classification 6: Service & Operations Facilities 58,500 Classification 7: Circulation 116,192 Total Net Square Footage (NSF) 579,715 Net to Gross Multiplier 56,812 Total Approximate Gross Square Footage (GSF) 636,527 *Field Square Footage 100,000 *Field Square Footage is not calculated as part of the building GSF

III. FACILITIES NEEDS // 10 Exterior and Interior Materials • Painted gypsum board ceiling and 2x2 acoustical North Exterior Facade ceiling tile The north facade is comprised of a blend of Colorado • Porcelain tile base red and buff sand stone, modular brick and glass curtain wall with clean and spandrel glass. This elevation borders • Solid surface counter tops the north Great Green Plaza and frames views towards The interior materials for the football operations areas campus. An iconic Rams Head is incorporated into vertical will be a level of finish that is appropriate to the level of stone elements to brand the north elevation. sophistication for the area. Interior materials that meet East Exterior Facade or exceed the projects sustainable requirements will The east facade is framed by monumental elements on the be considered over materials that do not. Finishes at the building corners. The east elevation will be a combination football operations areas will include: of brick, glass and CSU themed scrim materials. • A mix of broadloom carpet and poured resinous South Exterior Facade flake flooring in wet areas An entrance centered on the south elevation creates • Painted gypsum board walls on metal studs or the opportunity for a plaza that acts as a link to the painted concrete masonry units neighborhood to the south. Articulated wall panels of brick • Painted gypsum board ceiling and 2x2 acoustical and stone flank the south entrance and are configured to ceiling tile provide a pedestrian scale along the south facade. • Rubber base West Exterior Facade • Polished quartz counter tops A hall of fame entry is located on the west facade that also acts as an entry to premium patrons on game day. The Existing Site Analysis west elevation will include structures designed to support The site currently provides primarily student surface the premium and press box levels. Materials include vehicle parking and pedestrian access. Meridian Avenue sandstone and glass curtain wall and modular brick. This currently runs through the site and will be relocated to the building elevation has been carefully considered to take East of the Stadium with the development of the project. advantage of the views toward the mountains to the west. The existing Plant Environmental Research Center (PERC) Interiors is located on the Southwest corner of the Stadium parcel and plans are underway to relocate the PERC facilities. The interior materials for the public areas will be hard surfaces and require low maintenance. Interior materials Wet and dry utilities have been designed to connect that meet or exceed the projects sustainable requirements with both existing CSU and City of Fort Collins utility will be considered over materials that do not. Finishes at systems. Ehancement to both private and public utilities public areas will include: are included, as required. • Sealed concrete This project may require a central plant provided within the project scope. • Painted gypsum board walls on metal studs or painted concrete masonry units Acquisition of Real Estate Property • Exposed ceilings with painted structure or 2x2 No land acquisition is necessary; CSU owns the proposed acoustical ceiling tile buildings and surrounding areas of the new multipurpose The interior materials for the premium areas will be a level stadium. of finish that is appropriate to the level of sophistication for the area. Interior materials that meet or exceed the projects sustainable requirements will be considered over materials that do not. Finishes at premium areas will include: • A mix of carpet and porcelain tile • Painted and plaster gypsum board walls on metal studs with hardwood wainscot in select areas

III. FACILITIES NEEDS // 11

I V. PROJECT DESCRIPTION

Civil Narrative Site and Landscape Narrative Structural Consideration Mechanical Narrative Plumbing Narrative Life Safety Systems Narrative Sustainability Narrative CSU Standards Project Cost Estimate Project Budget Project Schedule

PROJECT DESCRIPTION

Civil Narrative The playing field is planned to be a synthetic turf field and The on-campus location of the proposed stadium is within we anticipate it will have an underdrain system to maintain what is referred to as the “PERC” site located in the consistent moisture content in the soils and to remove southern portion of the campus and an existing parking storm water runoff from the field. The stadium field is lot, at the intersection of Pitkin Street and Meridian. The expected to be constructed between approximately 5 and On-Campus Stadium project will include construction of 10 feet below existing ground. Based on a review of the a multi-use athletic facility with associated on-site and off- Geotechnical Report, the existing groundwater is between site infrastructure including utilities, landscaping, sidewalks, approximately 10 and 15 feet below ground. Temporary and lighting across an estimated 16.35 acre site. and/or permanent dewatering of the site may be necessary during construction. The existing site generally slopes from the southwest to the northeast at gentle grades ranging from 1 to 3%. Storm Landscaped areas around the structure will slope away water runoff from the existing parking lot in this location from the foundation at a minimum 10:1 slope for 10 feet is conveyed overland and collected by storm sewer inlets, and away from the building at a 2% slope in hardscape which route runoff to both the City of Fort Collins and areas. Generally, slopes in paved areas with vehicle traffic CSU campus storm sewer systems. will not exceed 5%. In the existing site condition, approximately 64% of the site Site erosion controls will be designed to implement drains to the CSU campus storm sewer and approximately practices in accordance with the Environmental Protection 36% of the site drains to the City of Fort Collins storm Agency and CSU guidelines for construction activities sewer, but all discharges undetained into Spring Creek. The storm water discharge existing site has an estimated overall percent impervious The maximum capacity of the sanitary sewer system of 72%, with site features being mainly asphalt paving. is currently estimated at 1,400 gallons per minute. It is Proposed grading and drainage patterns are designed understood that the stadium will have three variable to mimic existing conditions as closely as possible. In speed booster pumps sized at approximately 450 gallons the current proposed site condition, approximately 59% per minute each. Two of the pumps will be in operation of the site drains to the CSU campus storm sewer, and for average day and peak flows, and the third pump will be approximately 41% of the proposed site drains to the City utilized as a back-up. The actual peak flows during a game of Fort Collins storm sewer. The proposed site has an situation are expected to be 950 gallons per minute, which estimated overall percent impervious of 83%. is much less than the estimated peak of 1,400 gallons per Despite the fact that the impervious percentage of minute. the proposed site exceeds that of the existing site and A new 15-inch sanitary sewer main is currently planned generates more runoff, full on-site detention for the entire south of the stadium site and routed southerly within stadium site is not anticipated and water quality volume Whitcomb Street to a point of connection with either storage is not anticipated to be required on-site based on an existing 18-inch or 24-inch City main located at the conversations with CSU and representatives of the City of intersection of Whitcomb Street and Wallenberg Drive. Fort Collins. That being said, water quality features will be The stadium site will be served by a new 8-inch domestic incorporated where practical into the site that will filter, water service line connecting to the CSU campus system slow, and infiltrate as much runoff as possible from the near the northwest corner of the stadium and two (2) smaller and most frequent storm events. 8-inch fire service lines near the southwest corner of the With the exception of a very small portion of the site in stadium connecting to the City of Fort Collins system. the northeast corner, the site lies outside of the campus Additionally, the stadium project will construct a proposed flood inundation limits as mapped by Ayres Associates. water main loop for the campus system around the west Much of the improvements in this location are surface and south reaches of the stadium to minimize head loss features that are designed to mimic existing conditions and through the overall system as indicated on the stadium elevations, and therefore should have a negligible effect on design drawings. drainage patterns and the existing floodplain. The finished All water main materials and installation practices will meet floor elevation of this portion of the stadium should be set or exceed CSU and City standards and specifications. The 24 inches above the floodplain per the Colorado Water indoor stadium facilities will be fully sprinkled as required Conservation Board regulations for a critical facility. by code.

I V. PROJECT DESCRIPTION // 15 Existing dry and regulated utilities are located north in The goal is to create a memorable space that is unique to Pitkin Street and through the site. The existing electric the campus and the CSU brand. It will create a useable lines will be re-routed around the stadium as needed. campus space on the south side of campus that is flexible The maximum peak electric load is estimated to be 3.5 for different types of events. megawatts, as provided by M-E Engineers, Inc. New Meridian Way will be a new, intimate street on the The proposed gas line for the stadium will need to connect east side of the stadium that defines this edge and creates to an existing gas main to the southwest of the site at the a new entry into campus. It will be closed on game days to intersection of West Lake and Shields Street. The gas line allow tailgating along one side of the street. The sidewalks will serve the needs of the food service and concessions stay open on both sides of the boulevard for spectator and on-site steam production for heating. circulation. The northbound lane will remain open to All site roads and parking facilities are expected to be emergency vehicles and potentially disabled, limo and taxi asphalt or concrete, but may also include pavers and or drop-off. Adding to the pedestrian scale and life of the porous pavement materials as well. All paving and roadway street, we propose large, deciduous street trees along the surfacing associated with the stadium project will be edge of the street to create a canopy in the future for this consistent with industry standards. area. The site layout is designed to accommodate semi-truck Game day operations will be required to move a barrier and delivery vehicle access. Poudre Fire Authority and to the center of the street. We have located moveable the International Fire Code require a 26-foot fire lane for precast planters or stone blocks along the sidewalk that aerial access around the site in case of a fire. The minimum can be forklifted to the center of the street on game day. inside turning radius is 25 feet along this fire lane. To This edge on the west side of the stadium will be the day- accommodate fire access around the facility, it is assumed to-day operations and entry into the stadium. It will be some of the pedestrian walk areas will be designed to similar to a drive way connection from Lake Street to accommodate vehicle loads. Pitkin Street with 90 degree parking included for football ops, service and potentially students. The site shall be designed to accommodate ADA parking and accessibility. There is a drop-off proposed at the center of the stadium where the hall of fame and club entry is. This is an Site and Landscape Narrative important drop-off during game day and recruiting for the The new football stadium at Colorado State University adjacency of the VIP entry. It will contain sponsor pavers is more than a new stadium for football fans; it’s about and a future half RAM, half football player bronze sculpture capturing the passion and ethos of the CSU campus. in the center of the space. Building on traditions and creating new ones to inspire Similar materials of concrete, colored concrete, pavers, new fans, new students and a new culture of Ram football. stone blocks and pedestrian lights will adorn this side Bringing together alumni, students and staff on game day of the stadium to create a site language that unifies the on campus connects the attitude and pride that bridges ground plane. Native rocky mountain plantings will flank generations of CSU fans. both sides of the VIP entry with coniferous material and Historically, Meridian Avenue was an organizing element to stone boulders. There will also be space and pedestal President Morgan’s physical master plan of campus: west of cabinets for Broadcast and ENG trucks on this west side, Meridian is green, recreational and living; east of Meridian and large semi TV trucks will park in the south drive aisle is academic. For the most part this idea has stayed true of the existing parking lot. to the modern campus. The center of the new football Structural Consideration stadium is on the centerline of Meridian with the primary connection ultimately being the Great Green; the main After analysis of multiple structural system combinations, space and heart of the campus. This axial relationship the base system will be comprised of Cast-in-place influences the design decisions we have made and will concrete, structural steel and both a pre-cast concrete and make as we proceed through the design process. sandwich place system seating units are being evaluated. The North Great Green Plaza is the living room to the The building structure will be designed to meet the stadium. Our intent is to have all natural elements flow requirements of the 2012 International Building Code. in from the great green into the new field of the stadium. Based on stadium occupancy, the facility will be designed to the requirements of Structural Risk Category III.

I V. PROJECT DESCRIPTION // 16 The structure has been designed as a building frame system Building Code. Special Inspections and testing will include: with a combination of ordinary reinforced concrete structural earthwork fill, drilled piers, concrete materials shear walls, ordinary steel moment frames, and steel and concrete placement, reinforcing steel, masonry walls, concentrically braced frames. The concessions/restroom structural steel including shop and field inspections, metal buildings above the main concourse are supported by roof deck connections and perimeter drain. masonry shear walls that carry lateral load from the roof Mechanical Narrative down to the main concourse slab. This narrative provides information to generally describe The west upper bowl is integrated with the suite tower the Mechanical systems. All systems shall be constructed structure to provide primary lateral support. The east in accordance with all appropriate building codes and be upper bowl is essentially free standing above the main installed complete for a fully-functional facility. The design concourse, with steel moment frames at each raker in the intent is that the mechanical systems enhance the facility’s east-west direction and intermittent steel diagonal bracing flexibility of use, provide a safe and comfortable environment, along the back edge. The framing at the front edges of optimize energy consumption, and minimize maintenance both upper bowls will be moment frames. Where the costs, all for the lowest possible construction cost. west upper bowl extends beyond the suite tower, it will be laterally stabilized in the same manner as the east upper Since the spectator and press areas of the facility will be bowl. used rarely while the football operations areas will be more frequently occupied, design decisions will tend to save Proposed structural lateral load resisting systems for construction cost for the spectator areas, while minimizing seismic loads are based on soil site class “C”. operating costs for the football operations areas. This will Because the building will be exposed to the full range provide the lowest life-cycle cost for the facility. of exterior temperature conditions, expansion joints The following lists the systems included in this Scope of will be required to prevent thermal distress. Expansion Work. and contraction of the seating bowls will be addressed incrementally, with the seating units allowed to slip at one • Cooling end of each section, and the supporting steel connected • Heating with slotted holes. • Ventilation • The back end of the bowl will be connected laterally to Exhaust including environmental, grease, laundry, the main concourse at the center of each bay to allow the smoke bowl and concourse system movements to be compatible. • Sanitary Drainage Because insulation will be placed above the structural slab • Storm Drainage and below the topping slab, thermal expansion of the main • Domestic Hot Water concourse and below will be limited, however the topping • Domestic Cold Water slab will require expansion joints at approximately 200 • Natural Gas feet on center. Expansion joints will be designed to permit • Insulation movement only in the direction perpendicular to the joint; • Acoustic and Vibration Control for Mechanical the structure on either side of the joint will typically be Systems connected in the direction parallel to the joint to allow • Energy Management and Temperature Control transfer of lateral building loads. Systems Because the suite tower is fully thermally enclosed, no • Fire Sprinkler and Standpipe Systems expansion joints will be required. The upper bowl will be • Other Mechanical Systems in support of known connected to the tower similarly to the manner in which conditions and consistent with the Intent Statement the lower bowl and main concourse are attached. Overall building joints will be provided over the full height of the The base building HVAC system assumes that chilled structure at grids 18 and 34. water and steam will be brought to the stadium from the In addition to the Contractor’s quality control systems CSU central plant. The project team is also evaluating the and periodic observations by the Structural Engineer, possibility of a stadium specific Central Utility Plant (CUP), the Owner will retain independent Special Inspection as well as self-contained HVAC units. services in conformance with the 2012 International

I V. PROJECT DESCRIPTION // 17 On site pumps will distribute chilled water to various The architecture shall be fault-tolerant so that no single variable air volume air handlers throughout the facility. point failure can bring down the whole system. Control Outside air and exhaust ducting will be coordinated strategies shall be contained in stand-alone controllers, and architecturally integrated into the perimeter wall independent from each other and the rest of the system. layout. In general, systems (including building management Despite independence, controllers shall share information system controllers infrastructure) will be designed with or be directed by a supervising controller to handle approximately 20% extra capacity to accommodate aging exceptions. The system shall comply with the CSU effects of the system and for future flexibility. In addition, standards for direct digital controls. extra space is to be provided at BMS controller panels for The control system shall re-boot after a power failure and future expansion. resume normal activities. The BMS shall have the ability to The base assumption is that chilled water from the CSU page an engineer on duty when there are certain alarm central plant will supply the stadium. Peak chilled water troubles, as designated by the operating staff. consumption is based upon historical data from multiple Plumbing Narrative collegiate and professional football stadium venues. Density and usage of Club and Suite areas typically drive Systems will be designed and installed in accordance with the peak loads within these facilities. Loads vary depending Local Building and Plumbing Codes, applicable standards, upon glazing materials within the Suite and Clubs, and and County ordinances. Only approved materials and orientation of the Suites and Clubs. Load profiles will be installation methods will be allowed. The Plumbing System modeled several times throughout the year depending if includes: the areas are solely used for football events or utilized for • Domestic Cold Water System non-season events, and peak condition will be reviewed • Domestic Hot Water System with CSU. • Sanitary Drainage System, includes condensate If expansion of the current central plant is not possible, a drainage site built central plant or self-contained HVAC units will • Storm Drainage System be required. This plant will operate as a variable-primary • Interface to sub-soil drainage system flow plant. The primary pumps will be piped in parallel • Natural Gas System such that any pump can serve any chiller. No plumbing piping shall be installed above or in any Another base assumption is that the CSU central plant will electrical rooms, vaults or electrical spaces and adequate supply steam lines for heat to the stadium. If expansion clearance for piping and equipment in all areas will be of the current central steam plant is not possible, a site- required. Domestic cold water, hot water, and hot water generated heating water plant may be required. recirculation piping will be run to serve all equipment and All air handlers will be modular air handling units similar fixtures as shown on drawings. to Trane Climate Changers. All units will be supplied with All systems serving the concourse facilities (restrooms, full outside air economizer capability. Units shall be double concessions, etc.) will be installed such that they are wall with internal spring isolation. The air handlers will completely drainable for winterization. Systems serving serve conventional overhead systems with terminal units, the tower and all year-round spaces will be independent. primary air medium pressure ducts, secondary air low Contractor shall participate in first season drain down to pressure ducts and a combination of louvered face and ensure the Owner is fully trained on the procedure. slot diffusers. A central hot water system will be provided, which will Concourse Level spaces (such as concessions and include dedicated gas-fired water heaters with associated restrooms) will be heated and ventilated only. Cooking storage tanks for the Service Level and Main Concourse. stands will include utility set grease exhaust fans and The gas meter and main pressure regulator will be located grease ductwork with 1-hour wrap. in the service area. From the meter location, medium- The intent of the control systems shall be fully open and pressure gas lines will be routed above grade to inside the seam-less. It shall be built around industry standards to building as indicated on the plans. meet today’s needs of the proposed facility yet be able to The distribution pressure will be 2-psig. Gas-fired accommodate the future. The system shall be modular and equipment and service includes: distributed in nature.

I V. PROJECT DESCRIPTION // 18 • Domestic water heaters • Utility Service • Hydronic boilers • Secondary Distribution • Laundry • Emergency Power System • Cooking equipment at the Kitchen and • Mechanical Equipment and Connections Concessions • Branch Power Receptacles and Connections • Infrared heaters at the truck areas • Concession Power and Connections • Assume the plumbing fixtures will be per code • Lighting and Lighting Control requirements for the various spaces and per • Fire Alarm System the occupant load outlined in the architectural • Lightning Protection System package. • Communication System In general, follow the concept for fire protection as defined • Security System (Access Control and Surveillance) below although final system requirements will be in • Equipment List accordance with the Code Consultant recommendations: The stadium site electrical service will consist of an • At this time assume a fire pump is required. underground medium voltage circuit feeder from the • For areas subject to freezing, provide dry campus 13.2kV distribution system. The connection to standpipes and dry systems connected to the fire the campus electrical distribution system will be on the pump. North side of the site from Pitkin Street. The Medium • All rooms on the open concourses will be fully voltage distribution and pad mounted transformers to the sprinklered using dry pipe systems. site will be provided by the university and will consist of • All enclosed spaces on the Service, Club, Suite, the following: and Press Levels will be fully sprinklered using • This contractor shall provide 15KV medium wet systems. voltage conduits (red concrete encased) to • Two 8” fire lines will be provided to the fire property line. The medium voltage conductors entry room. and the tie into the campus 13.2kV distribution Fully tested and balanced systems will be provided that system will be performed by the University. include the following: • The university will provide transformer. This • Air balancing contractor shall coordinate installation of pad mounted transformer and concrete pads with the • Building Management and Temperature Control university. Systems functional testing • Other tests as are considered industry standards The generator set will feed all emergency and standby loads required by code, and life safety systems. Balancing will be performed by an independent firm specializing in the work with a Registered Professional Generally, stadiums such as this will require between Engineer in charge of the work. The installing contractor 3000-3500 outlets. This quantity should represent a will perform other tests, including: summary of the total of the above receptacle requirement. Connections shall be provided to interior concourse signs, • Pipe pressure testing advertisement boards and graphics panels on the fascia of • Testing of drain down systems the seating bowl. • “Superflush” test of plumbing system Power connections will be provided to all novelty carts, • Code required testing ATM machines, ticket office messaging on windows, security Electrical Narrative screening and wireless ticketing at entries, electric water This electrical scope narrative and specifications is cooler for drinking fountains and electronic valve systems, intended to provide general direction for the design and training equipment, and other locker room equipment, initial cost budgeting for the electrical system design for office equipment and other owner related equipment, power, lighting, and special systems. connections to maintenance area equipment, scoreboard, and control room, graphics/matrix boards, sound system, The following list of systems and components is included broadcast truck power, satellite links and ENG truck under this general electrical provision: power, camera locations, tv/radio booths, media rooms,

I V. PROJECT DESCRIPTION // 19 tv system, stadium naming signs, x-ray equipment, show If concourses are provided with an exterior cladding power, plaza power, kitchen/commissary and concession material it must be sufficiently open to allow smoke to power, lighting and lighting controls, stadium field lighting, pass through to maintain exterior concourses. fire alarm, lightning protection system, communications Exterior cladding material must be designed to provide at systems, and security systems. least 50% openings (similar to an open parking garage) so Raceways will be provided and Cable tray shall be utilized the concourses will be considered “open” and “exterior” for low voltage plenum rated wiring. System shall include: which do not require sprinkler protection per Section 1025.6.2.3. • Building Management System (BMS) • Security System (as appropriate) Section 1028.2 of the International Building Code • Distributed TV identifies assembly occupancies with a calculated occupant load greater than 300 must be provided with a single main • Telecommunication Systems exit that is of sufficient width to accommodate not less • Point-of-Sale Systems than one-half of the occupant load. The Stadium has been • Data/LAN Systems designed with multiple entrances and exits and does not • Broadcast Cabling have a well-defined main entrance. These exits have been All service equipment, conduit systems, supports, cabinets, sized to accommodate 100% of the required egress width equipment, fixtures, etc., and the grounded circuit in accordance with IBC Section 1028.2. conductor shall be properly grounded in accordance with The building is considered primarily a Group A-5 Outdoor the latest issue of NEC and local electrical code. Stadium. Typically, Group A-5 buildings are not required to comply with the high-rise requirements of IBC Section 403 Life Safety Systems Narrative in accordance with Section 403.1 exception 3. However, The Outdoor Stadium building is designed so that the it is our understanding the local code officials will require major entrances/exits are located at the elevation of the the building comply with the high-rise provisions of service level and provide access to the main concourse, Section 403. Therefore, this narrative has been prepared elevated one floor above grade, via large stairs and ramps. to incorporate these requirements. The main level concourse will be the primary circulation The scoreboard and ribbon boards will be provided with area for the public portion of the facility, including the the capabilities to display evacuation signals to seating bowl lower seating and upper seating bowl. The Stadium occupants. This form of notification is typically provided in building will be constructed of Type IB, noncombustible stadiums and arenas throughout the United States and is construction and will be fully sprinklered in accordance understood to provide equivalent levels of protection as with the International required by NFPA 72 for building occupants Building Code (IBC) Section 1028.6.2.3, as well as nationally The Code does not presently have guidance or requirement recognized fire protection design criteria. The new stadium for spaces with high ceilings,” and that “alternate methods will be designed as fully sprinklered in accordance with for notification need to be considered.” The alternative IBC Section 1028.6.2.3 to achieve the smoke protected solutions proposed for this project will only be applied assembly seating provisions. The public areas of the to those areas in the seating bowl where compliance with building that are sufficiently open to the outside are not NFPA 72 is not possible due to the height of the space. required to be sprinklered in accordance with IBC Section Conventional interior spaces and concourses will be 1028.6.2.3 Exception No.3. designed to fully comply with NFPA 72. This exception allows canopies and cantilevered overhangs This design is a typical approach in most arenas and from seating sections where not enclosed with walls and stadiums throughout the United States and is specifically open to the atmosphere to be non-sprinklered. Since permitted by the Life Safety Code Section 12.3.4.3.3, but this exception is clearly allowed in the Smoke Protected not specifically addressed by the International Building Assembly Section of the Building Code, it is understood Code. The listed fire alarm system will be interfaced with that the building is still considered fully sprinklered for the the Public Address system as in accordance with the purposes of means of egress and construction compliance. requirements of NFPA 101 and the recommendations of This is consistent with standard practice in stadiums and the NFPA 101/72 Assembly Task Force. arenas throughout the country.

I V. PROJECT DESCRIPTION // 20 This concept is typical in stadium and arena construction The Standards should never be referenced or copied in throughout the United States and is subject to Authority Contract Documents. The design is expected to embody Having Jurisdiction approval. Examples of similar facilities and conform to the Standards. utilizing this approach include the Rose Bowl, new Baylor Project Cost Estimate Stadium, Beaver Stadium, Fenway Park, TCF Bank Stadium, University of Central Florida Arena, Orlando Magic Arena The total estimated cost of construction for this project is in Orlando Florida; the Florida Marlins Stadium in Miami, approximately $170,000,000. FL; the Georgia Dome in Atlanta, Georgia; the Washington Project Budget Nationals Ballpark in the District of Columbia, and many The total estimated project budget for this project is others. approximately $220,000,000 and is included in Appendix Based on the definitions contained in the 2012 IBC, A. it is clear that the intent of the provisions were that Project Schedule grandstands are not building elements and do not require a fire resistance rating. The current project schedule (included in Appendix B) depicts the Construction Document phase beginning The life safety evaluation is required to address operational February 2015 with 50% documents available June/July and management procedures for each type of event and 2015 for the establishment of the Guaranteed Maximum several types of emergency and security scenarios. The Price by the contractor. owner/operator must provide this information prior to obtaining a certificate of occupancy. Site utility work is expected to commence Summer 2015 with stadium construction beginning Fall 2015. This Sustainability Narrative schedule will allow substantial completion and occupancy The new on campus multi-use stadium will have the by CSU in June 2017 in anticipation of hosting the 2017 necessary documentation to incorporate LEED into the season in the new stadium. design of the project. This effort will include the following tasks: • Attend meetings during design to explore system efficiency opportunities and credits with LEED certifications. • Filling out templates related to LEED credits. • Create a DOE-2 based energy model of the facility to support the effort to certify the building under the USGBC LEED-NC program. • Submit and track the project with the USGBC CSU Standards The Building Construction Standards Manual is maintained by Facilities Management of Colorado State University to assist and guide architects/engineers/designers. The manual provides criteria for designs leading to construction. This Standards Manual will be used a guideline for design. The Standards are divided into Three Parts for use by Architects and Engineers: Part I – General Standards Part II – Design Standards Part III - Technical Standards The Standards are a work in progress, and as such, any question about the applicability of a standard should be discussed with the project manager.

I V. PROJECT DESCRIPTION // 21

V. RELATION TO MASTER PLAN

Physical Master Plan Flood Mitigation Analysis Parking and Biking Utilities Landscaping Information Technology

RELATION TO MASTER PLAN

Physical Master Plan The CSU 2020 plan is a balanced approach through which Existing storm drainage system is small and complex, and we aim to continue as Colorado’s school of choice for provides very little conveyance capacity during large storm resident students; increase enrollment of non-residents; events, so most of the storm flows travel via overland or and secure a financial foundation that allows us to surface flow. reach for excellence in all aspects of CSU. This site was The current Master Drainage Plan document is a summary identified and evaluated as the most optimal site among of the work that has been done, and also provides a guide five other potential sites on campus to make sure that for additional work that still needs to be done. This Master the multipurpose stadium would fit and orient itself in a Plan also serves as a warning as to the complexity and manner that would be complementary with the existing sensitivity of CSU’s storm drainage system. No additional campus and compatible with the campus vision of CSU work of any kind should be done without looking at the 2020 Plan. impacts to the storm drainage conveyance and flooding Flood Mitigation Analysis elevations. The first Master Drainage Plan for CSU was completed by Parking and Biking Ayres Associates in June 1996. On July 28, of the following As an integral element toward the design of the On Campus year, Fort Collins experienced a significant storm event that Stadium, traffic and parking studies will be evaluated in caused approximately $150 million in damages to campus relation to the CSU 2020 Plan. While no specific additional facilities. Very few of the master planned facilities were parking is provided under this development, it is intended constructed prior to the 1997 flood. A draft Master Plan the parking studies will evaluate the dates and timing to Update was completed in January 2001 with the purpose develop the additional parking outlined under the CSU of identifying the best possible drainage improvement 2020 Plan. alternatives. The current Master Plan Update was completed by Ayres Associates in April 2003 and includes Utilities the as-built analysis of the Phase I and II improvements All necessary utilities (gas, electric, water, sanitary sewer that were constructed. The existing floodplain on the CSU and fiber optics) will be brought to the Stadium site as campus is the result of the following: required. Given the peak load requirements of the facility, Off-site flows entering the CSU campus from the City of the design team will study the potential to use University Fort Collins Canal Importation Basin. These flows enter central services (chilled water and heating water) versus campus from the west side of Shields with a particular the construction of dedicated central plant services on the concentration at the Shields and Elizabeth Street Stadium site. intersection. Landscaping CSU campus encompasses approximately 375 acres of The proposed Landscape improvement envisions the mixed use development. Much of the campus is developed installation of hardscape and landscape complimenting the and highly impervious (which generates a lot of runoff) Stadium design and be used for activation areas for game with the exception of the open space and recreation fields. day experiences.

LAUREL STREET

InformationT +1 816 221 1500 F +1 816 221 1578 Technology The design of the Stadium will investigate the current the OVAL 200 Suite Wyandotte, 300 MO 64105, USA Kansas City, technologies typically installed in Division I collegiate stadiums including Wi-Fi and Digital Antenna Systems. 23•JANUARY•2014

AdditionalV1 DESIGN STADIUM FOOTBALL MULTI-PURPOSE technologies to support concessions and premium activation spaces will be included within the the GREAT GREEN program. Audio Visual amenities will include numerous MATV locations throughout the Stadium, as well as a game SHIELDS STREET COLLEGE AVENUE CENTER AVE.

MERIDIAN WALK day video board in the South End Zone. RAMS at the GREAT GREEN RAMS at the GREAT UNIVERSITY STATE COLORADO

PROSPECT ROAD

300 Wyandotte, Suite 200 T +1 816 221 1500 [email protected] SCHEMATIC DESIGN JANUARY 23, 2014 SITE DESIGN Kansas City, MO 64105, USA F +1 816 221 1578 populous.com 3V. RELATION TO MASTER PLAN / OTHER PROJECTS // 25

VI. APPENDICES

Appendix A - Project Budget Appendix B - Executive Project Schedule Analysis Appendix C - Plans/Renderings

APPENDIX A - PROJECT BUDGET

CSU ‐ On‐Campus Football Stadium Project Budget Detail

1.26.15

Street & Baseline Budget BUDGET ITEM Intersection TOTAL New Stadium Improvements

Acct # 100. START‐UP EXPENSES 110 Project Feasibility Analysis 329,500 329,500 115 EIR / CEQA Approval ‐ ‐ 120 Property Assessment / Valuation ‐ ‐ 125 Property Tax Assessment ‐ ‐ 130 Project Financial Advisor ‐ ‐ 135 Public Relations ‐ ‐ 140 Political Consulting / Lobbying ‐ ‐ 145 Food Service / Concessions Deal Consultant ‐ ‐ 150 Research and Polling ‐ ‐ 155 Campaign Costs ‐ ‐ 190 Other Predevelopment Expenditures ‐ ‐ ‐ ‐ SUBTOTAL~ START‐UP EXPENSES $ 329,500 $ ‐ $ 329,500

200. SALES & MARKETING 210 Naming Rights Expenses (not incl. commissions) ‐ ‐ 215 Global Partnerships ‐ Premium Seating ‐ ‐ 220 Premium Seating Consulting ‐ ‐ 225 Global Partnerships ‐ Sponsorship ‐ ‐ 230 Sponsorship Marketing Expenses (not incl. commissions) ‐ ‐ 240 Premium Seating Marketing Expenses (not incl. commissions) ‐ ‐ 245 Marketing Center / Mock Suite ‐ ‐ 250 Preopening and Grand Opening Expenses ‐ ‐ 260 Other Marketing Expenses ‐ ‐

SUBTOTAL~ SALES & MARKETING $ ‐ $ ‐ $ ‐

300. LAND ACQUISITION & SITE DEVELOPMENT 310 Land Acquisition ‐ Not Applicable ‐ 320 Title, Fees, Interest, Misc ‐ Not Applicable ‐ 330 Property Taxes, Land carrying costs ‐ ‐ 340 Condemnation Contingency ‐ Not Applicable ‐ 345 Business Displacement Costs ‐ Not Applicable ‐ 350 Hazardous Material Remediation ‐ Not Applicable ‐ 355 Health & Safety Plan ‐ ‐ 360 Environmental Monitoring ‐ Phase 1 125,000 ‐ 125,000 375 Street Closures ‐ ‐ ‐ 380 Other Site Development Costs ‐ ‐ 390 Public Art‐1% ‐ ‐ ‐ ‐ SUBTOTAL~ LAND ACQUISITION & SITE DEVELOPMENT $ 125,000 $ ‐ $ 125,000

400. DESIGN/PROFESSIONAL SERVICES 405 Basic Design & Engineering Services ‐ ‐ 405.1 Basic Design & Engineering Services 9,709,000 9,709,000 405a Academic Program ‐ ‐ 405b Street & Intersection Improvements ‐ 123,500 123,500

VI. APPENDICES // 29 APPENDIX A - PROJECT BUDGET

Street & Baseline Budget BUDGET ITEM Intersection TOTAL New Stadium Improvements

405c Additional Academic Space (30,000 gsf) ‐ ‐ 410 Additional Services ‐ Architecture ‐ ‐ 410.1 Additional Services ‐ Architecture 559,220 12,350 571,570 410a LEED Certification 178,000 178,000 410b LEED Commissioning 185,000 185,000 410c Environmental Impact ‐ Noise Study 12,200 12,200 410d Environmental Impact ‐ Lighting Study 35,000 35,000 410e WiFi Design ‐ ‐ 410f DAS Design ‐ ‐ 410g Experiential Graphics Design ‐ ‐ 410h FF&E Design ‐ ‐ 412 Pre‐Programming Effort 73,000 73,000 415 Reimburseables ‐ Architecture ‐ ‐ 415.1 Reimburseables ‐ Architecture 552,000 15,000 567,000 416 ADA Consultant ‐ ‐ 420 Additional Services (Structural) ‐ ‐ 425 Additional Services (Mech/Elec/Plumb) ‐ ‐ 426 Additional Services (Civil) ‐ ‐ 430 Additional Services (A/V & Broadcast Systems) ‐ ‐ 435 Site Surveying (Boundary & Topographic) 100,000 100,000 440 Traffic and Parking Studies 200,000 200,000 445 Landscape Design ‐ ‐ 450 Graphics Design (Directional) ‐ ‐ 455 Foodservice Design ‐ ‐ 460 Environmental Testing & Inspections (Phase 1) ‐ ‐ 465 Environmental Testing ‐ Highway Marquee ‐ ‐ 470 Geotechnical Report/Ground Water Analysis 125,000 125,000 475 Experiential & Graphic Design ‐ Theming ‐ ‐ 480 Seismic Study ‐ ‐ 485 Surrounding Building Testing & Inspections ‐ ‐ 490 Other Design Related Consultants ‐ ‐ 495 LEED Related Consultants ‐ ‐ ‐ ‐ SUBTOTAL~ DESIGN/PROFESSIONAL SERVICES $ 11,728,420 $ 150,850 $ 11,879,270

500. LEGAL & GOVERNMENTAL SERVICES 510 Legal Services (Transaction & Administrative) ‐ ‐ 520 Legal Services (Insurance / Risk Mgmt) ‐ Incl w 510 530 Legal Services (Design / Construction Related) ‐ Incl w 510 540 City Facilitator Services (Zoning & Permits) ‐ Incl w 510 550 MBE/WBE Facilitator (diversity coordinator) ‐ ‐ 590 Other ‐ ‐ ‐ ‐ SUBTOTAL~ LEGAL & GOVERNMENTAL SERVICES $ ‐ $ ‐ $ ‐

600. PROJECT ADMINISTRATION 605 Developer Management & Administration Expenses ‐ ‐ 610 Developer Staff Reimburseables ‐ ‐ 611 Board Expenses ‐ ‐ 620 Program Manager Services (ICON) ‐ ‐ ‐ 620.1 Program Manager Services (Consultants) ‐ ‐ ‐ 620.2 Program Manager Services 5,083,893 54,985 5,138,877 621 Program Manager Reimbursables ‐ ‐ 630 City Program Management ‐ ‐ 635 Project Office Expense‐assume CSU provided space 250,000 250,000 640 Office Build‐out Expense 20,000 20,000

V.I APPENDICES // 30 APPENDIX A - PROJECT BUDGET

Street & Baseline Budget BUDGET ITEM Intersection TOTAL New Stadium Improvements

645 Furniture, Fixtures, & Equipment (Project Admin related) 25,000 25,000 650 Rent Expense ‐ ‐ 655 Operating Expenses ‐ ‐ 660 Equipment/Computer Maintenance ‐ ‐ 690 Other Administrative Expenses ‐ ‐ 695 Printing/Reproduction Expenses 90,000 5,000 95,000 ‐ ‐ SUBTOTAL~ PROJECT ADMINISTRATION$ 5,468,893 $ 59,985 $ 5,528,877

700. CONSTRUCTION 701 Preconstruction Services Fees ‐ SPENT $172,197 432,374 5,130 437,504 703 Stadium ‐ CM Fee ‐ Incl. with 710 ‐ 710 Hard Construction Cost 160,138,642 1,900,000 162,038,642 Changes to Hard Cost Estimate ‐ ‐ 710.1 Central Plant 1,554,307 ‐ 1,554,307 710.2 Simplify Scoreboard Structure (250,000) ‐ (250,000) 710.3 Delete East Façade (1,000,000) ‐ (1,000,000) 710.4 Reduce from LEED Gold to Option Analysis LEED Level (500,000) ‐ (500,000) 710.5 Reduction to MEP based upon Reduced Program ‐ ‐ ‐ 710.6 Reduce Chair Back Seats from 8000 to 4000 (515,706) ‐ (515,706) 710.7 General Reduction to Exterior Building Finishes (1,000,000) ‐ (1,000,000) 710.8 Simplify Press Box Design and Reduce Square Footage (1,500,000) ‐ (1,500,000) 711 CM General Conditions ‐ Incl. with 710 ‐ 712 CM Design Contingency ‐ Incl. with 710 ‐ 713 CM Construction Contingency ‐ Incl. with 710 ‐ 714 CM Schedule Contingency / OT Premium ‐ ‐ 715 CM Escalation (add 4% to Option 3 ‐ assuming October 2015 Start) 6,294,385 76,205 6,370,590 720 Construction Insurance ‐ General Liability 2,179,632 23,776 2,203,408 725 Construction Insurance ‐ Builders Risk (.75%) 1,378,617 15,038 1,393,656 730 Bonds & Insurance (.65%) 1,203,763 13,131 1,216,894 ‐ SUBTOTAL~ CONSTRUCTION$ 168,416,014 $ 2,033,281 $ 170,449,295

750. SYSTEMS & EQUIPMENT 751 FFE Package ‐ Furniture and Equipment 2,200,000 2,200,000 755 Concession Build‐out (equipment only) 4,500,000 4,500,000 756 Concession Personal Equipment, Servicewares & Smallwares ‐ ‐ 760 Scoreboard & Video Systems (Main and Ribbon Boards) 5,400,000 5,400,000 760.1 Change Lighting System to Pole Mounted Fixtures ‐ ‐ 760.2 Reduce Size of South Video Board from 100' x 47' to 68' x 38' (1,400,000) (1,400,000) 760.3 Reduce Scope of Ribbon Boards ‐ ‐ 761 Technical Systems ‐ Low Voltage 6,500,000 6,500,000 762 Audio ‐ ‐ 763 Video Production ‐ ‐ 764 Broadcast Cable ‐ ‐ 765 Distributed Television ‐ ‐ 766 Security ‐ ‐ 770 Stadium FFE‐Operations 500,000 500,000 775 Telecommunication Systems ‐ ‐ 780 Display Systems ‐ Sponsorship 750,000 750,000 790 Highway Marquee Sign ‐ ‐ ‐ ‐ SUBTOTAL~ SYSTEMS & EQUIPMENT$ 18,450,000 $ ‐ $ 18,450,000

800. PERMITS, TESTING, FEES, and SPECIAL TAXES 801 Building Permit Fees/Approvals (1.2%) ‐ ‐ ‐

V.I APPENDICES // 31 APPENDIX A - PROJECT BUDGET

Street & Baseline Budget BUDGET ITEM Intersection TOTAL New Stadium Improvements

801a Stephen Hall ‐ Peer Review ‐ SPENT $23,964 23,964 23,964 801a.1 Stephen Hall ‐ Peer Review 188,000 188,000 801b Stephen Hall ‐ Field Inspection 300,000 300,000 801c Poudre Valley Fire Fees ‐ SPENT $50,893 50,893 50,893 801c.1 Poudre Valley Fire Fees 185,293 185,293 801d State of Colorado Fees 250,000 250,000 801e Other Fees 150,000 150,000 821 Storm Drain Impact Fee 500,000 500,000 822 Sanitary Impact Fees (System Development Charges) 350,000 350,000 823 Health Department Fees 500,000 500,000 824 Street Closures and Traffic Mitigation Fees ‐ ‐ 830 Owners Testing Fees 1,263,120 15,250 1,278,370 840 Utility & Other Fees (Tap Fees) 1,000,000 1,000,000 841 Utility Deposits ‐ ‐ 842 Electrical Distribution Design/Improvements ‐ ‐ 843 Natural Gas Distribution Design/Improvements ‐ ‐ 844 Water/Wastewater Distribution Design/Improvements ‐ ‐ 845 Telephone/Cable TV Distribution Design/Improvements ‐ ‐ 850 B&O Tax ‐ ‐ ‐ SUBTOTAL~ PERMITS, TESTING, FEES, and SPECIAL TAXES$ 4,761,270 $ 15,250 $ 4,776,520

900. INSURANCE, FINANCING & TRANSACTION COSTS 910 Construction Insurance ‐ General Liability (1.2%) ‐ in 720 ‐ 911 Construction Insurance ‐ Workers Compensation ‐ Incl. with 710 ‐ 912 Construction Insurance ‐ Builders Risk (.75%) ‐ in 725 ‐ 913 Construction Insurance ‐ Property (.475%) ‐ ‐ ‐ 920 Financing Costs / Cost of Issuance ‐ ‐ 930 Bonds & Insurance (.65%) ‐ in 730 ‐ 935 Debt Service Reserve Fund ‐ ‐ 940 Capitalized Interest ‐ ‐ 941 Capitalized Relocation Expenses ‐ ‐ 942 Capitalized Relocation Expenses (If Funding is Available) ‐ ‐ 950 Capital Improvement Reserve Fund ‐ ‐ ‐ ‐ SUBTOTAL~ INSURANCE, FINANCING & TRANSACTION COSTS $ ‐ $ ‐ $ ‐

TOTAL PROJECT COSTS ‐ Subtotal before Contingency $ 209,279,097 $ 2,259,365 $ 211,538,461

1000. CONTINGENCY 1030 Owner General Project Contingency ( 4% ) 8,371,164 90,375 $ 8,461,538

TOTAL PROJECT COSTS $ 217,650,261 $ 2,349,739 $ 220,000,000

Street & Baseline Budget BUDGET ITEM Intersection TOTAL New Stadium Improvements

V.I APPENDICES // 32 APPENDIX B - PRELIMINARY PROJECT SCHEDULE ANALYSIS

2013 2014 2015 2016 2017 J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N DDJ F M A M J J A S O N D

8/5 - 3/17 SCHEMATIC DESIGN

3/17 - 10/6 DESIGN DEVELOPMENT

12/5 - PROJECT APPROVAL

12/8 - 2/5 PROJECT RE-ENGAGEMENT

2/5 - 7/1 50% CONSTRUCTION DOCUMENTS

7/1 - 9/1 - STADIUM GMP CONFIRMATION

2/5 - 9/15 100% CONSTRUCTION DOCUMENTS

1/7 - 10/1 PERC RELOCATION / DEMO

5/15 - 10/1 UTILITY/STREET CONSTRUCTION

10/1 - 6/1 STADIUM CONSTRUCTION 6/1 - 8/1 - FF&E/COMMISSIONING

VI. APPENDICES // 33 VI. APPENDICES // 34 APPENDIX DC - PLANS / RENDERINGS

SITE DESIGN

VI. APPENDICES // 35 APPENDIXAPPENDIX DC -- PLANSPLANS // RENDERINGSRENDERINGS

LAUREL STREET T +1 816 221 1500 F +1 816 221 1578

the OVAL 200 Suite Wyandotte, 300 MO 64105, USA Kansas City, 23•JANUARY•2014 MULTI-PURPOSE FOOTBALL STADIUM DESIGN V1 DESIGN STADIUM FOOTBALL MULTI-PURPOSE

the GREAT GREEN SHIELDS STREET COLLEGE AVENUE CENTER AVE. MERIDIAN WALK RAMS at the GREAT GREEN RAMS at the GREAT UNIVERSITY STATE COLORADO

PROSPECT ROAD

300 Wyandotte, Suite 200 T +1 816 221 1500 [email protected] SCHEMATIC DESIGN JANUARY 23, 2014 SITE DESIGN Kansas City, MO 64105, USA F +1 816 221 1578 populous.com 3 VI. APPENDICES // 36 APPENDIX DC - PLANS / RENDERINGS

SITE PROGRAM CONCEPT DIAGRAM

ACADEMIC GATEWAY ENTRY THRESHOLD (ALLEE)

LIVING ROOM

CAMPUS GATEWAY PRIVATE & SERVICE EDGE LANDSCAPE LANDSCAPE SCALE

Neighborhood Terrace CAMPUS GATEWAY Lake Street Landscape

300 Wyandotte, Suite 200 T +1 816 221 1500 [email protected] SCHEMATIC DESIGN JANUARY 23, 2014 SITE DESIGN Kansas City, MO 64105, USA F +1 816 221 1578 populous.com 5 VI. APPENDICES // 37 APPENDIXAPPENDIX DC -- PLANSPLANS // RENDERINGSRENDERINGS

+5012 ex  eld accesss +500+5 8 exx academdde icc dinningngg serse viciceee entrt y/ey/y xitit

+500+50+5500505003 ex

+5005000 4 fffe +5012 fffe NORTH GREAT GREEN PLAZA

EXISTING SURFACE +501+50501010 PARKING LOT TO REMAIN

+5004  eld NEW PITKIN STREET ENTRY

DDROP BRONZE RAM STATUE +502+ 0 ffe OFFOFF SPONSOR PAVERS

ROCKY MOUNTAIN PLANTING

HEAD IN PARKING 40 spaces Y AY WAY W S

MS M +5004  eld A RA R W E NEW N

+5019 ffe SOUTH GREAT GREEN PLAZA campus +5015 ffe entry +502+50+55020 3 plplazaazzaza signage

+501++50500016

+5019 ex +5012 ex B ET E EET MB TR STR C TCO

300 Wyandotte, Suite 200 T +1 816 221WHI W 1500 [email protected] SCHEMATIC DESIGN JANUARY 23, 2014 SITE DESIGN Kansas City, MO 64105, USA F +1 816 221 1578 populous.com 4 VI. APPENDICES // 38 APPENDIX DC - PLANS / RENDERINGS

PLANS

VI. APPENDICES // 39 APPENDIXAPPENDIX DC -- PLANSPLANS // RENDERINGSRENDERINGS

COLORADO STATE UNIVERSITY NEW MULTI-PURPOSE STADIUM ON MAIN CAMPUS MARCH 12, 2014

®

[email protected] 300 Wyandotte, Suite 200 T +1 816 221 1500 populous.com Kansas City, Missouri 64105 F +1 816 221 1578

Room Legend PROJECT NORTH CIRCULATION

FIELD CLUB

FOOD SERVICE

FOOTBALL LOCKER

FOOTBALL OPS

MEDIA

MEP SECONDARY

RESTROOM

SUPPORT

VERTICAL CIRCULATION

LEVEL 000 - BASE SCHEME

CSU - DESIGN REVIEW JANUARY 15, 2015 2

VI. APPENDICES // 40 APPENDIX DC - PLANS / RENDERINGS

COLORADO STATE UNIVERSITY NEW MULTI-PURPOSE STADIUM ON MAIN CAMPUS MARCH 12, 2014

®

[email protected] 300 Wyandotte, Suite 200 T +1 816 221 1500 populous.com Kansas City, Missouri 64105 F +1 816 221 1578

Room Legend PROJECT NORTH CIRCULATION

FOOD SERVICE

FOOTBALL OPS

MEDIA

MEP

MEP SECONDARY

RESTROOM

SUPPORT

VERTICAL CIRCULATION

LEVEL 100 - BASE SCHEME

CSU - DESIGN REVIEW JANUARY 15, 2015 3

VI. APPENDICES // 41 APPENDIXAPPENDIX DC -- PLANSPLANS // RENDERINGSRENDERINGS

COLORADO STATE UNIVERSITY NEW MULTI-PURPOSE STADIUM ON MAIN CAMPUS MARCH 12, 2014

®

[email protected] 300 Wyandotte, Suite 200 T +1 816 221 1500 populous.com Kansas City, Missouri 64105 F +1 816 221 1578

Room Legend PROJECT NORTH CIRCULATION

FOOD SERVICE

FOOTBALL OPS

MEDIA

MEP

MEP SECONDARY

RESTROOM

SUPPORT

VERTICAL CIRCULATION

LEVEL 300 - BASE SCHEME

CSU - DESIGN REVIEW JANUARY 15, 2015 4

VI. APPENDICES // 42 APPENDIX DC - PLANS / RENDERINGS

COLORADO STATE UNIVERSITY NEW MULTI-PURPOSE STADIUM ON MAIN CAMPUS MARCH 12, 2014

®

[email protected] 300 Wyandotte, Suite 200 T +1 816 221 1500 populous.com Kansas City, Missouri 64105 F +1 816 221 1578

Room Legend PROJECT NORTH CIRCULATION

FOOTBALL OPS

MEDIA

MEP SECONDARY

PREMIUM

PREMIUM SUITE

RESTROOM

SUPPORT

VERTICAL CIRCULATION

LEVEL 400 - ALT SCHEME 2

CSU - DESIGN REVIEW JANUARY 15, 2015 16

VI. APPENDICES // 43 APPENDIXAPPENDIX DC -- PLANSPLANS // RENDERINGSRENDERINGS

COLORADO STATE UNIVERSITY NEW MULTI-PURPOSE STADIUM ON MAIN CAMPUS MARCH 12, 2014

®

[email protected] 300 Wyandotte, Suite 200 T +1 816 221 1500 populous.com Kansas City, Missouri 64105 F +1 816 221 1578

Room Legend PROJECT NORTH CIRCULATION

FOOTBALL OPS

MEDIA

MEP SECONDARY

PREMIUM

PREMIUM SUITE

RESTROOM

SUPPORT

VERTICAL CIRCULATION

LEVEL 500 - ALT SCHEME 2

CSU - DESIGN REVIEW JANUARY 15, 2015 17

VI. APPENDICES // 44 APPENDIX DC - PLANS / RENDERINGS

COLORADO STATE UNIVERSITY NEW MULTI-PURPOSE STADIUM ON MAIN CAMPUS MARCH 12, 2014

®

[email protected] 300 Wyandotte, Suite 200 T +1 816 221 1500 populous.com Kansas City, Missouri 64105 F +1 816 221 1578

Room Legend PROJECT NORTH CIRCULATION

FOOTBALL OPS

MEDIA

MEP SECONDARY

PREMIUM

PREMIUM SUITE

RESTROOM

SUPPORT

VERTICAL CIRCULATION

LEVEL 600 - ALT SCHEME 2

CSU - DESIGN REVIEW JANUARY 15, 2015 18

VI. APPENDICES // 45 APPENDIXAPPENDIX DC -- PLANSPLANS // RENDERINGSRENDERINGS

EXTERIOR

VI. APPENDICES // 46 APPENDIX DC - PLANS / RENDERINGS

OPTION 3 - NORTHWEST VIEW

CSU - DESIGN REVIEW JANUARY 15, 2015 7

VI. APPENDICES // 47 APPENDIXAPPENDIX DC -- PLANSPLANS // RENDERINGSRENDERINGS

OPTION 3 - WEST ELEVATION

CSU - DESIGN REVIEW JANUARY 15, 2015 6

VI. APPENDICES // 48 APPENDIX DC - PLANS / RENDERINGS

METAL PANEL METAL PANEL ALT SPORTS LIGHT STRUCTURE FASCIA & SOFFIT CURTAIN WALL LOUVERED METAL PANEL

METAL PANEL

STONE CURTAIN WALL STONE CIP CONCRETE PRECAST CONCRETE

PRECAST CIP CONCRETE (SMOOTH FINISH)

OPTION 1 - WEST ELEVATION

CSU - DD REDO ELEVATIONS JANUARY 15, 2015 2

VI. APPENDICES // 49 APPENDIXAPPENDIX DC -- PLANSPLANS // RENDERINGSRENDERINGS

ALT SPORTS LIGHT STRUCTURE

STONE

METAL PANEL

LOUVERED METAL PANEL PRECAST STONE

STONE CURTAIN WALL CURTAIN WALL STOREFRONT STOREFRONT STONE

OPTION 1 - NORTH ELEVATION

CSU - DD REDO ELEVATIONS JANUARY 15, 2015 3

VI. APPENDICES // 50 APPENDIX DC - PLANS / RENDERINGS

ALT SPORTS LIGHT STRUCTURE

STONE PRECAST CONCRETE STONE METAL SCREEN STONE

METAL PANEL METAL PANEL CURTAIN WALL

CIP CONCRETE (SMOOTH FINISH)

OPTION 1 - EAST ELEVATION

CSU - DD REDO ELEVATIONS JANUARY 15, 2015 4

VI. APPENDICES // 51