STADIUM PROJECT REVIEW - Colorado State University Stadium... · STADIUM PROJECT REVIEW Colorado State University New Stadium Project February 3, 2015 Presented by: ... Ticket Office

STADIUM PROJECT REVIEWColorado State UniversityNew Stadium Project

February 3, 2015

Presented by:Presented to:

ii. Table of Contents

TABLE OF CONTENTSSection Subject Page

I. Executive Summary Programmatic Justification Project Description Site Schedule Conclusion

1 1 1 1 1

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

5 5 5 5 6

III. Facilities Needs Program Square Footage Requirements Exterior and Interior Materials Existing Site Analysis Acquisition of Real Estate Property

9 11 11 11

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

15 16 17 18 19 19 20 22 21 21 22 22

V. Relation to the Master Plan Physical Master Plan Flood Mitigation Analysis Parking and Biking Utilities Landscaping Information Technology

25 25 25 25 25 25

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

29 33 35

I. EXECUTIVE SUMMARY

Programmatic Justification

Funding

Project Description

Site

Schedule

Conclusion

I. EXECUTIVE SUMMARY // 1

EXECUTIVE SUMMARY

Programmatic JustificationThe 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 new stadium would not only be the home of the CSU Rams football program, but also provide the campus and community with a facility available for a wide variety of needs, 365 days a year. Research indicates that the new stadium offers the potential for the university to increase its connection with the community at large. The following highlights the reasons this project is both necessary and timely:

• Make the stadium part of campus, helping to bring alumni back to the University

• Create an energized atmosphere for students, alumni, and fans

• Bring nationwide prominence to CSU

• Provide a game-day environment that will attract the nation’s top athletes

• Enhance the game-day experience through expanded tailgating options, state-of-the-art video and sound systems, premium seating, and first-class concessions

• Add a spectacular venue for the region to host student body and community events

Project Description

The development of a new multi-purpose stadium in Fort Collins, Colorado to be the home field of the Colorado State University Rams, and to host other sports, entertainment, civic, cultural and commercial events. The stadium will be flexible, multi-functional, and designed to comply with the applicable standards of the National Collegiate Athletic Association (“NCAA”) and have an estimated spectator capacity of 40,000 for football games.

The stadium will include a variety of program features including; administrative and football operations offices, luxury suites, club seats, club lounges and other premium areas, concessions, operations offices, concession storage and kitchen, public restrooms, building receiving area and loading dock, ticket office, team store, locker room and dressing room facilities, press box, audio/visual control room, venue storage, first aid office, event office, and other standard programmed space needed to support the stadium.

SiteThe stadium will be sited along the south edge of campus between Lake and Pitkin Streets in a north-south orientation with a traditional horse shoe configuration. The venue will be centered on Meridian with its open end facing north creating a welcoming embrace to the campus, providing connectivity to the Great Green at the heart of the campus.

Throughout the stadium site, natural elements and native landscape will be used to provide flexible gathering spaces for different types of events as well as pedestrian and vehicular circulation.

ScheduleThe project has been approved by the CSU System Board of Governors at the December 5, 2014 and approved as part of the Two-Year Cash Funded Project List by the Capital Development Committee on January 27, 2015. Design work continues with construction to commence in Summer 2015 in preparation for opening in August of 2017 so as to coincide with football season. See Appendix B for Detailed Schedule.

ConclusionBy building a new multipurpose stadium on main campus, Colorado State University will be able to create an energized atmosphere for students, alumni and fans, provide a game-day environment that will attract the nation’s top athletes, further increase the connection to the community at large, and bring nationwide prominence to CSU.

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SITE DESIGN

Vision / Mission Statement

Programs

History

Program Needs and Trends

Benefits of the Project

II. PROGRAM INFORMATION

II. PROGRAM INFORMATION // 5

PROGRAM INFORMATION

Vision / Mission Statement

Per the Stadium Advisory Committee presentation on February 3, 2012, the vision was stated as this:

“Our stadium will be more than a football field. It can be a gathering place for our campus and our community; a landmark in which all of us take great pride”.

Programs

The multi-purpose facility will include a number of programs to support the Vision and Mission Statement of the project;

• Football Operations• Football Game Day Operations• Ticketing Office• Team Retail Store• Concessions• NCAA Men’s and Women’s Soccer• Lacrosse

History

In February of 2012, a Stadium Advisory Committee was formed to review the feasibility of a proposed new, on-campus stadium and multiple-purpose facility.

In the months following the formation of this Committee, they convened five sessions, each held in public, to review the work of retained consultants and university staff. The Committee explored detailed analysis of possible sites; suggested design and component parts; school, alumni and community input; market research related to the reception to a new facility and possible sources and methods for funding such a facility. In addition, sub-committees were formed to explore each of these topics in great depth, and over 25 sub-committee meetings were held. The Committee focused on the feasibility of a facility that would accomplish the stated goals and live within the constraints established.

The Feasibility Study was released on August 9, 2012 and included the following information:

• The site selected and evaluation process;• The vast input and resulting design of the stadium

including the program plan, stadium views, and conceptual drawings;

• Specific narratives related to parking and transportation as these are topics of particular interest to the community;

• Costs and timing estimates;• A range of financial forecasts representing the

results of extensive market research, professional expertise and guidance, CSU historical experience and considered judgments by a large group of CSU staff; and

• Various estimates of sources of funding including donations, premium seating, naming rights and commercial interests.

In the first half of 2013, the University and its consultants engaged to continue further study to create the ideal project program based upon the findings of the Feasibility Study. In August of 2013 the Design Phase commenced to further design concepts relative to a 40,000 patron capacity stadium. The work of this Design phase provides the basis of the refined design, scheduling and project budgets included within this Program Plan.

On December 5, 2014, CSU President, Tony Frank, presented the project for approval to the University’s Board of Governors. The project passed with an 8-0 vote and the project team commenced with design to meet the $220 million approved budget.

Program Needs and Trends

The general seating will be designed to accommodate a mix of chair backs and bench seating. Included in each seating section will be a concourse that will provide fan amenities (restrooms and concession stands) and circulation to the seating bowl. The stadium will also contain multiple types of premium seating and club areas. The goal of each one of these spaces will be to maximize the revenue potential for the University.

Finishes in each of the premium spaces will be designed to the appropriate level of sophistication, while balancing the constraints of the budget. Foodservice and retail facilities will be distributed throughout the stadium to support an entertaining stadium atmosphere. The team facilities will be located at field level for easy access to the playing field. The majority of the football operation program will be located at the service level allowing comfortable access from the exterior of the stadium.

Some of the areas associated to this program will include: a home team locker room, equipment room, athletic training room, meeting rooms, coach’s offices, and recruiting room. Administration and media facilities will be accommodated at multiple floor levels of the football stadium.

Ticketing, press support and press box spaces will all be included as part of this project. A new pedestrian plaza is planned at the north end of the stadium.

II. PROGRAM INFORMATION // 6

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.

Program Square Footage Requirements

Program Alternatives

Exterior and Interior Materials

Existing Site Analysis

Acquisition of Real Estate Property

III. FACILITIES NEEDS

III. FACILITIES NEEDS // 9

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


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 Lobby

8,516

Classification 3.2: Home Team Facilities – Football Administration

11,292

Classification 3.3: Home Team Facilities – Football Team Facilities

41,214

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

Program Square Footage Analysis


Exterior and Interior Materials

North Exterior Facade

The north facade is comprised of a blend of Colorado red and buff sand stone, modular brick and glass curtain wall with clean and spandrel glass. This elevation borders the north Great Green Plaza and frames views towards campus. An iconic Rams Head is incorporated into vertical stone elements to brand the north elevation.

East Exterior Facade

The east facade is framed by monumental elements on the building corners. The east elevation will be a combination of brick, glass and CSU themed scrim materials.

South Exterior Facade

An entrance centered on the south elevation creates the opportunity for a plaza that acts as a link to the neighborhood to the south. Articulated wall panels of brick and stone flank the south entrance and are configured to provide a pedestrian scale along the south facade.

West Exterior Facade

A hall of fame entry is located on the west facade that also acts as an entry to premium patrons on game day. The west elevation will include structures designed to support the premium and press box levels. Materials include sandstone and glass curtain wall and modular brick. This building elevation has been carefully considered to take advantage of the views toward the mountains to the west.

Interiors

The interior materials for the public areas will be hard surfaces and require low maintenance. Interior materials that meet or exceed the projects sustainable requirements will be considered over materials that do not. Finishes at public areas will include:

• Sealed concrete• Painted gypsum board walls on metal studs or

painted concrete masonry units • Exposed ceilings with painted structure or 2x2

acoustical ceiling tile

The interior materials for the premium areas will be a level 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

• Painted gypsum board ceiling and 2x2 acoustical ceiling tile

• Porcelain tile base• Solid surface counter tops

The interior materials for the football operations areas will be a level 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 the football operations areas will include:

• A mix of broadloom carpet and poured resinous flake flooring in wet areas

• Painted gypsum board walls on metal studs or painted concrete masonry units

• Painted gypsum board ceiling and 2x2 acoustical ceiling tile

• Rubber base• Polished quartz counter tops

Existing Site AnalysisThe site currently provides primarily student surface vehicle parking and pedestrian access. Meridian Avenue currently runs through the site and will be relocated to the East of the Stadium with the development of the project.

The existing Plant Environmental Research Center (PERC) is located on the Southwest corner of the Stadium parcel and plans are underway to relocate the PERC facilities.

Wet and dry utilities have been designed to connect with both existing CSU and City of Fort Collins utility systems. Ehancement to both private and public utilities are included, as required.

This project may require a central plant provided within the project scope.

Acquisition of Real Estate PropertyNo land acquisition is necessary; CSU owns the proposed buildings and surrounding areas of the new multipurpose stadium.

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

IV. PROJECT DESCRIPTION

IV. PROJECT DESCRIPTION // 15

PROJECT DESCRIPTION

Civil NarrativeThe on-campus location of the proposed stadium is within what is referred to as the “PERC” site located in the southern portion of the campus and an existing parking lot, at the intersection of Pitkin Street and Meridian. The On-Campus Stadium project will include construction of a multi-use athletic facility with associated on-site and off-site infrastructure including utilities, landscaping, sidewalks, and lighting across an estimated 16.35 acre site.

The existing site generally slopes from the southwest to the northeast at gentle grades ranging from 1 to 3%. Storm water runoff from the existing parking lot in this location is conveyed overland and collected by storm sewer inlets, which route runoff to both the City of Fort Collins and CSU campus storm sewer systems.

In the existing site condition, approximately 64% of the site drains to the CSU campus storm sewer and approximately 36% of the site drains to the City of Fort Collins storm sewer, but all discharges undetained into Spring Creek. The existing site has an estimated overall percent impervious of 72%, with site features being mainly asphalt paving. Proposed grading and drainage patterns are designed to mimic existing conditions as closely as possible. In the current proposed site condition, approximately 59% of the site drains to the CSU campus storm sewer, and approximately 41% of the proposed site drains to the City of Fort Collins storm sewer. The proposed site has an estimated overall percent impervious of 83%.

Despite the fact that the impervious percentage of the proposed site exceeds that of the existing site and generates more runoff, full on-site detention for the entire stadium site is not anticipated and water quality volume storage is not anticipated to be required on-site based on conversations with CSU and representatives of the City of Fort Collins. That being said, water quality features will be incorporated where practical into the site that will filter, slow, and infiltrate as much runoff as possible from the smaller and most frequent storm events.

With the exception of a very small portion of the site in the northeast corner, the site lies outside of the campus flood inundation limits as mapped by Ayres Associates. Much of the improvements in this location are surface features that are designed to mimic existing conditions and elevations, and therefore should have a negligible effect on drainage patterns and the existing floodplain. The finished floor elevation of this portion of the stadium should be set 24 inches above the floodplain per the Colorado Water Conservation Board regulations for a critical facility.

The playing field is planned to be a synthetic turf field and we anticipate it will have an underdrain system to maintain consistent moisture content in the soils and to remove storm water runoff from the field. The stadium field is expected to be constructed between approximately 5 and 10 feet below existing ground. Based on a review of the Geotechnical Report, the existing groundwater is between approximately 10 and 15 feet below ground. Temporary and/or permanent dewatering of the site may be necessary during construction.

Landscaped areas around the structure will slope away from the foundation at a minimum 10:1 slope for 10 feet and away from the building at a 2% slope in hardscape areas. Generally, slopes in paved areas with vehicle traffic will not exceed 5%.

Site erosion controls will be designed to implement practices in accordance with the Environmental Protection Agency and CSU guidelines for construction activities storm water discharge

The maximum capacity of the sanitary sewer system is currently estimated at 1,400 gallons per minute. It is understood that the stadium will have three variable speed booster pumps sized at approximately 450 gallons per minute each. Two of the pumps will be in operation for average day and peak flows, and the third pump will be utilized as a back-up. The actual peak flows during a game situation are expected to be 950 gallons per minute, which is much less than the estimated peak of 1,400 gallons per minute.

A new 15-inch sanitary sewer main is currently planned south of the stadium site and routed southerly within Whitcomb Street to a point of connection with either an existing 18-inch or 24-inch City main located at the intersection of Whitcomb Street and Wallenberg Drive.

The stadium site will be served by a new 8-inch domestic water service line connecting to the CSU campus system near the northwest corner of the stadium and two (2) 8-inch fire service lines near the southwest corner of the stadium connecting to the City of Fort Collins system. Additionally, the stadium project will construct a proposed water main loop for the campus system around the west and south reaches of the stadium to minimize head loss through the overall system as indicated on the stadium design drawings.

All water main materials and installation practices will meet or exceed CSU and City standards and specifications. The indoor stadium facilities will be fully sprinkled as required by code.


Existing dry and regulated utilities are located north in Pitkin Street and through the site. The existing electric lines will be re-routed around the stadium as needed. The maximum peak electric load is estimated to be 3.5 megawatts, as provided by M-E Engineers, Inc.

The proposed gas line for the stadium will need to connect to an existing gas main to the southwest of the site at the intersection of West Lake and Shields Street. The gas line will serve the needs of the food service and concessions and on-site steam production for heating.

All site roads and parking facilities are expected to be asphalt or concrete, but may also include pavers and or porous pavement materials as well. All paving and roadway surfacing associated with the stadium project will be consistent with industry standards.

The site layout is designed to accommodate semi-truck and delivery vehicle access. Poudre Fire Authority and the International Fire Code require a 26-foot fire lane for aerial access around the site in case of a fire. The minimum inside turning radius is 25 feet along this fire lane. To accommodate fire access around the facility, it is assumed some of the pedestrian walk areas will be designed to accommodate vehicle loads.

The site shall be designed to accommodate ADA parking and accessibility.

Site and Landscape NarrativeThe new football stadium at Colorado State University is more than a new stadium for football fans; it’s about capturing the passion and ethos of the CSU campus. Building on traditions and creating new ones to inspire new fans, new students and a new culture of Ram football. Bringing together alumni, students and staff on game day on campus connects the attitude and pride that bridges generations of CSU fans.

Historically, Meridian Avenue was an organizing element to President Morgan’s physical master plan of campus: west of Meridian is green, recreational and living; east of Meridian is academic. For the most part this idea has stayed true to the modern campus. The center of the new football stadium is on the centerline of Meridian with the primary connection ultimately being the Great Green; the main space and heart of the campus. This axial relationship influences the design decisions we have made and will make as we proceed through the design process.

The North Great Green Plaza is the living room to the stadium. Our intent is to have all natural elements flow in from the great green into the new field of the stadium.

The goal is to create a memorable space that is unique to the campus and the CSU brand. It will create a useable campus space on the south side of campus that is flexible for different types of events.

New Meridian Way will be a new, intimate street on the east side of the stadium that defines this edge and creates a new entry into campus. It will be closed on game days to allow tailgating along one side of the street. The sidewalks stay open on both sides of the boulevard for spectator circulation. The northbound lane will remain open to emergency vehicles and potentially disabled, limo and taxi drop-off. Adding to the pedestrian scale and life of the street, we propose large, deciduous street trees along the edge of the street to create a canopy in the future for this area.

Game day operations will be required to move a barrier to the center of the street. We have located moveable precast planters or stone blocks along the sidewalk that can be forklifted to the center of the street on game day. This edge on the west side of the stadium will be the day-to-day operations and entry into the stadium. It will be similar to a drive way connection from Lake Street to Pitkin Street with 90 degree parking included for football ops, service and potentially students.

There is a drop-off proposed at the center of the stadium where the hall of fame and club entry is. This is an important drop-off during game day and recruiting for the adjacency of the VIP entry. It will contain sponsor pavers and a future half RAM, half football player bronze sculpture in the center of the space.

Similar materials of concrete, colored concrete, pavers, stone blocks and pedestrian lights will adorn this side of the stadium to create a site language that unifies the ground plane. Native rocky mountain plantings will flank both sides of the VIP entry with coniferous material and stone boulders. There will also be space and pedestal cabinets for Broadcast and ENG trucks on this west side, and large semi TV trucks will park in the south drive aisle of the existing parking lot.

Structural ConsiderationAfter analysis of multiple structural system combinations, the base system will be comprised of Cast-in-place concrete, structural steel and both a pre-cast concrete and sandwich place system seating units are being evaluated.

The building structure will be designed to meet the requirements of the 2012 International Building Code. Based on stadium occupancy, the facility will be designed to the requirements of Structural Risk Category III.


The structure has been designed as a building frame system with a combination of ordinary reinforced concrete shear walls, ordinary steel moment frames, and steel concentrically braced frames. The concessions/restroom buildings above the main concourse are supported by masonry shear walls that carry lateral load from the roof down to the main concourse slab.

The west upper bowl is integrated with the suite tower structure to provide primary lateral support. The east upper bowl is essentially free standing above the main concourse, with steel moment frames at each raker in the east-west direction and intermittent steel diagonal bracing along the back edge. The framing at the front edges of both upper bowls will be moment frames. Where the west upper bowl extends beyond the suite tower, it will be laterally stabilized in the same manner as the east upper bowl.

Proposed structural lateral load resisting systems for seismic loads are based on soil site class “C”.

Because the building will be exposed to the full range of exterior temperature conditions, expansion joints will be required to prevent thermal distress. Expansion and contraction of the seating bowls will be addressed incrementally, with the seating units allowed to slip at one end of each section, and the supporting steel connected with slotted holes.

The back end of the bowl will be connected laterally to the main concourse at the center of each bay to allow the bowl and concourse system movements to be compatible. Because insulation will be placed above the structural slab and below the topping slab, thermal expansion of the main concourse and below will be limited, however the topping slab will require expansion joints at approximately 200 feet on center. Expansion joints will be designed to permit movement only in the direction perpendicular to the joint; the structure on either side of the joint will typically be connected in the direction parallel to the joint to allow transfer of lateral building loads.

Because the suite tower is fully thermally enclosed, no expansion joints will be required. The upper bowl will be connected to the tower similarly to the manner in which the lower bowl and main concourse are attached. Overall building joints will be provided over the full height of the structure at grids 18 and 34.

In addition to the Contractor’s quality control systems and periodic observations by the Structural Engineer, the Owner will retain independent Special Inspection services in conformance with the 2012 International

Building Code. Special Inspections and testing will include: structural earthwork fill, drilled piers, concrete materials and concrete placement, reinforcing steel, masonry walls, structural steel including shop and field inspections, metal roof deck connections and perimeter drain.

Mechanical Narrative

This narrative provides information to generally describe the Mechanical systems. All systems shall be constructed in accordance with all appropriate building codes and be installed complete for a fully-functional facility. The design intent is that the mechanical systems enhance the facility’s flexibility of use, provide a safe and comfortable environment, optimize energy consumption, and minimize maintenance costs, all for the lowest possible construction cost.

Since the spectator and press areas of the facility will be used rarely while the football operations areas will be more frequently occupied, design decisions will tend to save construction cost for the spectator areas, while minimizing operating costs for the football operations areas. This will provide the lowest life-cycle cost for the facility.

The following lists the systems included in this Scope of Work.

• Cooling• Heating• Ventilation • Exhaust including environmental, grease, laundry,

smoke • Sanitary Drainage• Storm Drainage • Domestic Hot Water• Domestic Cold Water • Natural Gas• Insulation• Acoustic and Vibration Control for Mechanical

Systems • Energy Management and Temperature Control

Systems• Fire Sprinkler and Standpipe Systems • Other Mechanical Systems in support of known

conditions and consistent with the Intent Statement

The base building HVAC system assumes that chilled water and steam will be brought to the stadium from the CSU central plant. The project team is also evaluating the possibility of a stadium specific Central Utility Plant (CUP), as well as self-contained HVAC units.


On site pumps will distribute chilled water to various variable air volume air handlers throughout the facility. Outside air and exhaust ducting will be coordinated and architecturally integrated into the perimeter wall layout. In general, systems (including building management system controllers infrastructure) will be designed with approximately 20% extra capacity to accommodate aging effects of the system and for future flexibility. In addition, extra space is to be provided at BMS controller panels for future expansion.

The base assumption is that chilled water from the CSU central plant will supply the stadium. Peak chilled water consumption is based upon historical data from multiple collegiate and professional football stadium venues. Density and usage of Club and Suite areas typically drive the peak loads within these facilities. Loads vary depending upon glazing materials within the Suite and Clubs, and orientation of the Suites and Clubs. Load profiles will be modeled several times throughout the year depending if the areas are solely used for football events or utilized for non-season events, and peak condition will be reviewed with CSU.

If expansion of the current central plant is not possible, a site built central plant or self-contained HVAC units will be required. This plant will operate as a variable-primary flow plant. The primary pumps will be piped in parallel such that any pump can serve any chiller.

Another base assumption is that the CSU central plant will supply steam lines for heat to the stadium. If expansion of the current central steam plant is not possible, a site-generated heating water plant may be required.

All air handlers will be modular air handling units similar to Trane Climate Changers. All units will be supplied with full outside air economizer capability. Units shall be double wall with internal spring isolation. The air handlers will serve conventional overhead systems with terminal units, primary air medium pressure ducts, secondary air low pressure ducts and a combination of louvered face and slot diffusers.

Concourse Level spaces (such as concessions and restrooms) will be heated and ventilated only. Cooking stands will include utility set grease exhaust fans and grease ductwork with 1-hour wrap.

The intent of the control systems shall be fully open and seam-less. It shall be built around industry standards to meet today’s needs of the proposed facility yet be able to accommodate the future. The system shall be modular and distributed in nature.

The architecture shall be fault-tolerant so that no single point failure can bring down the whole system. Control strategies shall be contained in stand-alone controllers, independent from each other and the rest of the system. Despite independence, controllers shall share information or be directed by a supervising controller to handle exceptions. The system shall comply with the CSU standards for direct digital controls.

The control system shall re-boot after a power failure and resume normal activities. The BMS shall have the ability to page an engineer on duty when there are certain alarm troubles, as designated by the operating staff.

Plumbing Narrative

Systems will be designed and installed in accordance with Local Building and Plumbing Codes, applicable standards, and County ordinances. Only approved materials and installation methods will be allowed. The Plumbing System includes:

• Domestic Cold Water System• Domestic Hot Water System• Sanitary Drainage System, includes condensate

drainage• Storm Drainage System• Interface to sub-soil drainage system• Natural Gas System

No plumbing piping shall be installed above or in any electrical rooms, vaults or electrical spaces and adequate clearance for piping and equipment in all areas will be required. Domestic cold water, hot water, and hot water recirculation piping will be run to serve all equipment and fixtures as shown on drawings.

All systems serving the concourse facilities (restrooms, concessions, etc.) will be installed such that they are completely drainable for winterization. Systems serving the tower and all year-round spaces will be independent. Contractor shall participate in first season drain down to ensure the Owner is fully trained on the procedure.

A central hot water system will be provided, which will include dedicated gas-fired water heaters with associated storage tanks for the Service Level and Main Concourse. The gas meter and main pressure regulator will be located in the service area. From the meter location, medium-pressure gas lines will be routed above grade to inside the building as indicated on the plans.

The distribution pressure will be 2-psig. Gas-fired equipment and service includes:


• Domestic water heaters• Hydronic boilers• Laundry• Cooking equipment at the Kitchen and

Concessions• Infrared heaters at the truck areas• Assume the plumbing fixtures will be per code

requirements for the various spaces and per the occupant load outlined in the architectural package.

In general, follow the concept for fire protection as defined below although final system requirements will be in accordance with the Code Consultant recommendations:

• At this time assume a fire pump is required. • For areas subject to freezing, provide dry

standpipes and dry systems connected to the fire pump.

• All rooms on the open concourses will be fully sprinklered using dry pipe systems.

• All enclosed spaces on the Service, Club, Suite, and Press Levels will be fully sprinklered using wet systems.

• Two 8” fire lines will be provided to the fire entry room.

Fully tested and balanced systems will be provided that include the following:

• Air balancing• Building Management and Temperature Control

Systems functional testing• Other tests as are considered industry standards

Balancing will be performed by an independent firm specializing in the work with a Registered Professional Engineer in charge of the work. The installing contractor will perform other tests, including:

• Pipe pressure testing• Testing of drain down systems• “Superflush” test of plumbing system• Code required testing

Electrical Narrative

This electrical scope narrative and specifications is intended to provide general direction for the design and initial cost budgeting for the electrical system design for power, lighting, and special systems.

The following list of systems and components is included under this general electrical provision:

• Utility Service• Secondary Distribution• Emergency Power System• Mechanical Equipment and Connections• Branch Power Receptacles and Connections• Concession Power and Connections• Lighting and Lighting Control• Fire Alarm System• Lightning Protection System• Communication System• Security System (Access Control and Surveillance)• Equipment List

The stadium site electrical service will consist of an underground medium voltage circuit feeder from the campus 13.2kV distribution system. The connection to the campus electrical distribution system will be on the North side of the site from Pitkin Street. The Medium voltage distribution and pad mounted transformers to the site will be provided by the university and will consist of the following:

• This contractor shall provide 15KV medium voltage conduits (red concrete encased) to property line. The medium voltage conductors and the tie into the campus 13.2kV distribution system will be performed by the University.

• The university will provide transformer. This contractor shall coordinate installation of pad mounted transformer and concrete pads with the university.

The generator set will feed all emergency and standby loads required by code, and life safety systems.

Generally, stadiums such as this will require between 3000-3500 outlets. This quantity should represent a summary of the total of the above receptacle requirement. Connections shall be provided to interior concourse signs, advertisement boards and graphics panels on the fascia of the seating bowl.

Power connections will be provided to all novelty carts, ATM machines, ticket office messaging on windows, security screening and wireless ticketing at entries, electric water cooler for drinking fountains and electronic valve systems, training equipment, and other locker room equipment, office equipment and other owner related equipment, connections to maintenance area equipment, scoreboard, and control room, graphics/matrix boards, sound system, broadcast truck power, satellite links and ENG truck power, camera locations, tv/radio booths, media rooms,


tv system, stadium naming signs, x-ray equipment, show power, plaza power, kitchen/commissary and concession power, lighting and lighting controls, stadium field lighting, fire alarm, lightning protection system, communications systems, and security systems.

Raceways will be provided and Cable tray shall be utilized for low voltage plenum rated wiring. System shall include:

• Building Management System (BMS)• Security System (as appropriate)• Distributed TV• Telecommunication Systems• Point-of-Sale Systems• Data/LAN Systems• Broadcast Cabling

All service equipment, conduit systems, supports, cabinets, equipment, fixtures, etc., and the grounded circuit conductor shall be properly grounded in accordance with the latest issue of NEC and local electrical code.

Life Safety Systems NarrativeThe Outdoor Stadium building is designed so that the major entrances/exits are located at the elevation of the service level and provide access to the main concourse, elevated one floor above grade, via large stairs and ramps. The main level concourse will be the primary circulation area for the public portion of the facility, including the lower seating and upper seating bowl. The Stadium building will be constructed of Type IB, noncombustible construction and will be fully sprinklered in accordance with the International

Building Code (IBC) Section 1028.6.2.3, as well as nationally recognized fire protection design criteria. The new stadium will be designed as fully sprinklered in accordance with IBC Section 1028.6.2.3 to achieve the smoke protected assembly seating provisions. The public areas of the building that are sufficiently open to the outside are not required to be sprinklered in accordance with IBC Section 1028.6.2.3 Exception No.3.

This exception allows canopies and cantilevered overhangs from seating sections where not enclosed with walls and open to the atmosphere to be non-sprinklered. Since this exception is clearly allowed in the Smoke Protected Assembly Section of the Building Code, it is understood that the building is still considered fully sprinklered for the purposes of means of egress and construction compliance. This is consistent with standard practice in stadiums and arenas throughout the country.

If concourses are provided with an exterior cladding material it must be sufficiently open to allow smoke to pass through to maintain exterior concourses.

Exterior cladding material must be designed to provide at least 50% openings (similar to an open parking garage) so the concourses will be considered “open” and “exterior” which do not require sprinkler protection per Section 1025.6.2.3.

Section 1028.2 of the International Building Code identifies assembly occupancies with a calculated occupant load greater than 300 must be provided with a single main exit that is of sufficient width to accommodate not less than one-half of the occupant load. The Stadium has been designed with multiple entrances and exits and does not have a well-defined main entrance. These exits have been sized to accommodate 100% of the required egress width in accordance with IBC Section 1028.2.

The building is considered primarily a Group A-5 Outdoor Stadium. Typically, Group A-5 buildings are not required to comply with the high-rise requirements of IBC Section 403 in accordance with Section 403.1 exception 3. However, it is our understanding the local code officials will require the building comply with the high-rise provisions of Section 403. Therefore, this narrative has been prepared to incorporate these requirements.

The scoreboard and ribbon boards will be provided with the capabilities to display evacuation signals to seating bowl occupants. This form of notification is typically provided in stadiums and arenas throughout the United States and is understood to provide equivalent levels of protection as required by NFPA 72 for building occupants

The Code does not presently have guidance or requirement for spaces with high ceilings,” and that “alternate methods for notification need to be considered.” The alternative solutions proposed for this project will only be applied to those areas in the seating bowl where compliance with NFPA 72 is not possible due to the height of the space. Conventional interior spaces and concourses will be designed to fully comply with NFPA 72.

This design is a typical approach in most arenas and stadiums throughout the United States and is specifically permitted by the Life Safety Code Section 12.3.4.3.3, but not specifically addressed by the International Building Code. The listed fire alarm system will be interfaced with the Public Address system as in accordance with the requirements of NFPA 101 and the recommendations of the NFPA 101/72 Assembly Task Force.


This concept is typical in stadium and arena construction throughout the United States and is subject to Authority Having Jurisdiction approval. Examples of similar facilities utilizing this approach include the Rose Bowl, new Baylor Stadium, Beaver Stadium, Fenway Park, TCF Bank Stadium, University of Central Florida Arena, Orlando Magic Arena in Orlando Florida; the Florida Marlins Stadium in Miami, FL; the Georgia Dome in Atlanta, Georgia; the Washington Nationals Ballpark in the District of Columbia, and many others.

Based on the definitions contained in the 2012 IBC, it is clear that the intent of the provisions were that grandstands are not building elements and do not require a fire resistance rating.

The life safety evaluation is required to address operational and management procedures for each type of event and several types of emergency and security scenarios. The owner/operator must provide this information prior to obtaining a certificate of occupancy.

Sustainability Narrative

The new on campus multi-use stadium will have the necessary documentation to incorporate LEED into the 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 USGBCCSU StandardsThe 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 StandardsPart II – Design StandardsPart 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.

The Standards should never be referenced or copied in Contract Documents. The design is expected to embody and conform to the Standards.

Project Cost EstimateThe total estimated cost of construction for this project is approximately $170,000,000.

Project BudgetThe total estimated project budget for this project is approximately $220,000,000 and is included in Appendix A.

Project ScheduleThe current project schedule (included in Appendix B) depicts the Construction Document phase beginning February 2015 with 50% documents available June/July 2015 for the establishment of the Guaranteed Maximum Price by the contractor.

Site utility work is expected to commence Summer 2015 with stadium construction beginning Fall 2015. This schedule will allow substantial completion and occupancy by CSU in June 2017 in anticipation of hosting the 2017 season in the new stadium.

Physical Master Plan

Flood Mitigation Analysis

Parking and Biking

Utilities

Landscaping

Information Technology

V. RELATION TO MASTER PLAN

V. RELATION TO MASTER PLAN / OTHER PROJECTS // 25

RELATION TO MASTER PLAN

Physical Master PlanThe CSU 2020 plan is a balanced approach through which we aim to continue as Colorado’s school of choice for resident students; increase enrollment of non-residents; and secure a financial foundation that allows us to reach for excellence in all aspects of CSU. This site was identified and evaluated as the most optimal site among five other potential sites on campus to make sure that the multipurpose stadium would fit and orient itself in a manner that would be complementary with the existing campus and compatible with the campus vision of CSU 2020 Plan.

Flood Mitigation AnalysisThe first Master Drainage Plan for CSU was completed by Ayres Associates in June 1996. On July 28, of the following year, Fort Collins experienced a significant storm event that caused approximately $150 million in damages to campus facilities. Very few of the master planned facilities were constructed prior to the 1997 flood. A draft Master Plan Update was completed in January 2001 with the purpose of identifying the best possible drainage improvement alternatives. The current Master Plan Update was completed by Ayres Associates in April 2003 and includes the as-built analysis of the Phase I and II improvements that were constructed. The existing floodplain on the CSU campus is the result of the following:

Off-site flows entering the CSU campus from the City of Fort Collins Canal Importation Basin. These flows enter campus from the west side of Shields with a particular concentration at the Shields and Elizabeth Street intersection.

CSU campus encompasses approximately 375 acres of mixed use development. Much of the campus is developed and highly impervious (which generates a lot of runoff) with the exception of the open space and recreation fields.

Existing storm drainage system is small and complex, and provides very little conveyance capacity during large storm events, so most of the storm flows travel via overland or surface flow.

The current Master Drainage Plan document is a summary of the work that has been done, and also provides a guide for additional work that still needs to be done. This Master Plan also serves as a warning as to the complexity and sensitivity of CSU’s storm drainage system. No additional work of any kind should be done without looking at the impacts to the storm drainage conveyance and flooding elevations.

Parking and BikingAs an integral element toward the design of the On Campus Stadium, traffic and parking studies will be evaluated in relation to the CSU 2020 Plan. While no specific additional parking is provided under this development, it is intended the parking studies will evaluate the dates and timing to develop the additional parking outlined under the CSU 2020 Plan.

UtilitiesAll necessary utilities (gas, electric, water, sanitary sewer and fiber optics) will be brought to the Stadium site as required. Given the peak load requirements of the facility, the design team will study the potential to use University central services (chilled water and heating water) versus the construction of dedicated central plant services on the Stadium site.

LandscapingThe proposed Landscape improvement envisions the installation of hardscape and landscape complimenting the Stadium design and be used for activation areas for game day experiences.

Information TechnologyThe design of the Stadium will investigate the current technologies typically installed in Division I collegiate stadiums including Wi-Fi and Digital Antenna Systems. Additional technologies to support concessions and premium activation spaces will be included within the program. Audio Visual amenities will include numerous MATV locations throughout the Stadium, as well as a game day video board in the South End Zone.


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Appendix A - Project Budget

Appendix B - Executive Project Schedule Analysis

Appendix C - Plans/Renderings

VI. APPENDICES

VI. APPENDICES // 29

APPENDIX A - PROJECT BUDGET

CSU ‐ On‐Campus Football StadiumProject Budget Detail

1.26.15

BUDGET ITEM Baseline Budget New Stadium

Street & Intersection

Improvements TOTAL

Acct #100. START‐UP EXPENSES110 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 & MARKETING210 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 DEVELOPMENT310 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

V.I APPENDICES // 30




Improvements TOTAL

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 SERVICES510 Legal Services (Transaction & Administrative) ‐ ‐ 520 Legal Services (Insurance / Risk Mgmt) ‐ Incl w 510530 Legal Services (Design / Construction Related) ‐ Incl w 510540 City Facilitator Services (Zoning & Permits) ‐ Incl w 510550 MBE/WBE Facilitator (diversity coordinator) ‐ ‐ 590 Other ‐ ‐

‐ ‐ SUBTOTAL~ LEGAL & GOVERNMENTAL SERVICES ‐$ ‐$ ‐$

600. PROJECT ADMINISTRATION605 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





Improvements TOTAL

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. CONSTRUCTION701 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 & EQUIPMENT751 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 TAXES801 Building Permit Fees/Approvals (1.2%) ‐ ‐ ‐





Improvements TOTAL

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 COSTS910 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. CONTINGENCY1030 Owner General Project Contingency ( 4% ) 8,371,164 90,375 8,461,538$

$ 217,650,261 $ 2,349,739 220,000,000$



Improvements TOTAL

TOTAL PROJECT COSTS


APPENDIX B - PRELIMINARY PROJECT SCHEDULE ANALYSIS

2013 20152014 20172016J 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 DJ F M A M J J A S O N DD

3/17 - 10/6

2/5 - 7/1

2/5 - 9/15

8/5 - 3/17

1/7 - 10/1

5/15 - 10/1

10/1 - 6/1 STADIUM CONSTRUCTION

SCHEMATIC DESIGN

DESIGN DEVELOPMENT

50% CONSTRUCTION DOCUMENTS

100% CONSTRUCTION DOCUMENTS

PERC RELOCATION / DEMO

UTILITY/STREET CONSTRUCTION

12/5 - PROJECT APPROVAL

7/1 - 9/1 - STADIUM GMP CONFIRMATION

6/1 - 8/1 - FF&E/COMMISSIONING

12/8 - 2/5 PROJECT RE-ENGAGEMENT



APPENDIX D - PLANS / RENDERINGSAPPENDIX C - PLANS / RENDERINGS

SITE DESIGN




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CAMPUS GATEWAYLANDSCAPE

SITE PROGRAM CONCEPT DIAGRAM

SITE DESIGN




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PLANS



CSU - DESIGN REVIEW 2JANUARY 15, 2015

LEVEL 000 - BASE SCHEME

Room Legend

CIRCULATION

FIELD CLUB

FOOD SERVICE

FOOTBALL LOCKER

FOOTBALL OPS

MEDIA

MEP SECONDARY

RESTROOM

SUPPORT

VERTICAL CIRCULATION

300 Wyandotte, Suite 200Kansas City, Missouri 64105

®

NEW MULTI-PURPOSE STADIUM ON MAIN CAMPUS

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[email protected]

PROJECT NORTH

COLORADO STATE UNIVERSITYMARCH 12, 2014

APPENDIX C - PLANS / RENDERINGS


APPENDIX D - PLANS / RENDERINGSAPPENDIX C - PLANS / RENDERINGS APPENDIX C - PLANS / RENDERINGS



Room Legend

CIRCULATION

FOOD SERVICE

FOOTBALL OPS

MEDIA

MEP

MEP SECONDARY

RESTROOM

SUPPORT



®


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

[email protected]

PROJECT NORTH



APPENDIX D - PLANS / RENDERINGS



Room Legend

CIRCULATION

FOOD SERVICE

FOOTBALL OPS

MEDIA

MEP

MEP SECONDARY

RESTROOM

SUPPORT



®


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

[email protected]

PROJECT NORTH






LEVEL 400 - ALT SCHEME 2

Room Legend

CIRCULATION

FOOTBALL OPS

MEDIA

MEP SECONDARY

PREMIUM

PREMIUM SUITE

RESTROOM

SUPPORT



®


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

[email protected]

PROJECT NORTH






Room Legend

CIRCULATION

FOOTBALL OPS

MEDIA

MEP SECONDARY

PREMIUM

PREMIUM SUITE

RESTROOM

SUPPORT



®


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

[email protected]

PROJECT NORTH







Room Legend

CIRCULATION

FOOTBALL OPS

MEDIA

MEP SECONDARY

PREMIUM

PREMIUM SUITE

RESTROOM

SUPPORT



®


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

[email protected]

PROJECT NORTH




EXTERIOR




OPTION 3 - NORTHWEST VIEW





OPTION 3 - WEST ELEVATION




CSU - DD REDO ELEVATIONS 2JANUARY 15, 2015

OPTION 1 - WEST ELEVATION

ALT SPORTS LIGHT STRUCTUREMETAL PANELMETAL PANEL FASCIA & SOFFIT

STONE CURTAIN WALL

PRECAST

STONE CIP CONCRETE PRECAST CONCRETE

CIP CONCRETE (SMOOTH FINISH)

CURTAIN WALL

METAL PANEL

LOUVERED METAL PANEL





OPTION 1 - NORTH ELEVATION

CURTAIN WALL STOREFRONT

STONESTOREFRONT

STONE CURTAIN WALL

STONE

PRECAST

LOUVERED METALPANEL

METAL PANEL

STONE

ALT SPORTS LIGHT STRUCTURE





OPTION 1 - EAST ELEVATION

STONE

METAL PANEL

CIP CONCRETE (SMOOTH FINISH)

METAL PANEL

PRECAST CONCRETE STONE METAL SCREEN STONE

CURTAIN WALL

ALT SPORTS LIGHT STRUCTURE
