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(Continued) ******************************************************************************
RECOMMENDED ACTION OF THE EXECUTIVE DIRECTOR Approve SDSU’s Facility Program Plan to move forward with a New Football Stadium
project at an estimated cost of $60,000,000 to $65,000,000. Funding for this project will come from the sale of revenue bonds subject to approval of a viable financial plan for $50,000,000 debt serviced with revenues from amenity seat agreements, season ticket sales, sponsorships, concessions, and facility use fees. The remaining $10,000,000 to $15,000,000 of funds will come from continued sponsorship fund raising and private donations to the SDSU Foundation. The project scope is to include all necessary parking improvements and infrastructure needed to support the facility operations.
SOUTH DAKOTA BOARD OF REGENTS
Full Board
AGENDA ITEM: 14
DATE: October 9-10, 2013
****************************************************************************** SUBJECT: South Dakota State University New Football Stadium
Facility Program Plan South Dakota State University requests approval of its New Football Stadium Facility Program Plan at an estimated cost of $60,000,000 to $65,000,000. This project was identified in SDSU’s 2025 Master Plan for Athletic Facilities reviewed by the Board in October 2010. The Board approved SDSU’s Preliminary Facility Statement for the new football stadium in June 2011. The building committee met in September 2013 and authorized the selection process for a Construction Manager at Risk for the project so better cost estimates could be developed. All costs to date were to come from private funds. The new 18,000 seat stadium will be constructed on the existing Coughlin Alumni Stadium site and will require phasing so that the existing stadium remains operational during construction of the new facilities. The new stadium will cover approximately 277,000 square feet of space. This includes 105,000 square feet of grandstand space, 62,000 square feet of enclosed seating areas, suites, and related club areas, 110,000 square feet of restroom, concession, press box, retail, support, and locker facility space. The footprint of the new stadium will be larger than the current stadium. Seating will be distributed along the west, south and east sides of the field. The west side of the stadium will encroach on the existing parking lot. The east side of the stadium will encroach on the football practice field east of the current stadium. Entrances to the stadium will be provided on the southwest, southeast and northwest corners of the stadium. An enclosed grade level concourse will direct pedestrian traffic to seating, concessions, restrooms and upper levels.
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SDSU – New Football Stadium – Facility Program Plan October 9-10, 2013 Page 2 of 2
The stadium bowl will concentrate club, loge, and enclosed suite seating on the west side of the facility. Reserved seats will be available on both the east and west sides of the stadium.
The west concourse will provide access to concessions, restrooms, food service support, a retail store, the University Police Department, ticketing, and game day administrative support spaces. The west concourse will also provide vertical access to club seating, suites, press box facilities, loge access, and upper level access to reserved seating. Fully enclosed concession, restroom, and support facilities will be insulated, heated, and air conditioned. Club facilities and concessions will be provided at an elevated second story level. Suites will be provided at the third story level. Suites are likely to provide outside seating that will also provide weather protection from rain and wind for loge seating. The press facilities and some suite functions will be provided at the fourth story level.
Additional project information can be found in SDSU’s attached Facility Program Plan document and detailed schematic drawings.
Funding for this construction project will be from private donations, sponsorship revenues, and proceeds from revenue bonds. At the current time, a target of $50,000,000 in revenue bond sales debt serviced by amenity seat agreements, season ticket sales, sponsorships, concessions, and facility use fees. The remaining $10,000,000 to $15,000,000 of funds will come from continued sponsorship fund raising and private donations to the SDSU Foundation. Conversations are being initiated with student leadership on their possible involvement in supporting operations as authorized under Board action approving the Preliminary Facility Statement in June, 2011
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FACILITY PROGRAM PLAN
NEW FOOTBALL STADIUM
SOUTH DAKOTA STATE UNIVERSITY
SDSU requests approval of this Facility Program Plan to continue planning a new Football Stadium
that will replace Coughlin Alumni Stadium.
The Preliminary Facility Statement (PFS) was approved at the June 2011 Board of Regents meeting.
This authorized formation of a building committee, selection of a design team, and planning only for
schematic design. The Building Committee selected Architecture Incorporated, Crawford Associates
(sports facility design consultant), and CH Johnson (financial consultant) in September 2011. The
Building Committee received a briefing on the project on September 18, 2013, and has approved
beginning the selection process for a Construction Manager at Risk for the project.
A. PROGRAMATIC JUSTIFICATION FOR DISCRETE SPACES:
South Dakota State University’s plan for continued development of its intercollegiate athletic
facilities includes a New Football Stadium as a priority of the future plans. Architecture
Incorporated, Crawford Associates, and CH Johnson pursued architectural programming and
conceptual schematic design through 2011 and into 2012. A draft architectural space program,
schematic design and a preliminary market assessment and financial pro forma was completed in
July 2012. SDSU and the design consultants have been engaged in an interactive iterative process of
reviewing and revising the conceptual schematic design, the market assessment and the financial pro
forma for both construction and operations of the new stadium.
SDSU proposes a project to build a new stadium to replace 11,000 seat Coughlin Alumni Stadium.
The project will include the following program elements necessary for a modern, contemporary
facility, with the amenities expected and required for its financial success.
Features of the stadium will include:
Seating capacity will be approximately 18,000 seats (mixture of 1,666 reserved seats (suite,
club, loge, and alumni club seating), 3,000 compensatory seats, and 13,334 seats for general
admission). Seating will be distributed on the west, south, and east sides of the field. The stadium
will be designed for future expansion. The reserved seats include approximately 27 enclosed suites
including 4 executive suites, 23 communal suites, 156 Loge seats, and 1,128 premium club seats on
the west side of the stadium.
Restrooms will be provided appropriate to the stadium seating capacity. Restroom facilities
will exceed minimum building code requirements and be proportioned for sports facility use,
particularly football game program requirements.
ATTACHMENT I 3
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Concessions appropriate to the stadium seating capacity and combination of general
admission seating, reserved seating, and suites. The number of points of sale for concessions will
change dramatically. The basis for planning the stadium indicates that one point of sale for
approximately 300 general seating spectators and one point for approximately 200 reserved seating
spectators should be provided. The points of sale will include fixed and portable concession location
points and multiple locations adjacent to or within enclosed suites. The concessions and suites will
be supported by kitchen, food distribution, and loading/unloading facilities at the ground level of the
stadium.
Press and media areas will be required. These include radio and television broadcast spaces,
writing press space, coaching observation spaces, telecommunications support, and camera support.
Game day support facilities will include first aid space, administrative office areas, ticketing offices,
official’s locker room, and visiting team locker facilities.
Two other program areas will be planned for the stadium. One will be a retail store featuring
University spirit goods. Approximately 1,500 sf of space is being allocated within the program for
this function. The second will be the University Safety and Security office, including the University
Police Department (UPD), which will be relocated from their current location in the Alvilda Maye
Sorenson Building to the new stadium. UPD plans to seek accreditation through the International
Association of Campus Law Enforcement Administrators (IACLEA). The facilities will be designed
to meet evidence holding, interview rooms, office space, squad rooms, and Department of Justice
storage requirements appropriate to the accrediting agency. The estimate is for approximately 5,700
sf of space for UPD.
The grass football field will be replaced with an artificial turf field with an under-turf
drainage field. The existing scoreboard will be relocated to the south, outside the footprint of the
south grandstand seating. The existing scoreboard will be relocated south of its current location.
General support facilities required for the stadium will include loading dock, general storage,
mechanical rooms, electrical & computer rooms, and a circulation concourse.
B. GROSS SQUARE FOOTAGE:
The facility will include open air concrete grandstand seating of approximately 105,000 sf. Enclosed
seating areas, suites, and related club areas will total approximately 62,000 sf. Restroom,
concession, press box, retail, support, and locker facilities will total 110,000 sf. The overall facility
will cover or enclose approximately 277,000 sf of space.
C. SITE ANALYSIS:
The new stadium will be constructed on the site of Coughlin Alumni Stadium. The project will
require phasing so the existing stadium remains operational during construction of the new facilities.
Two potential timetables of the project are possible. A standard approach to phasing the project is
estimated to result in completion in a little less than 36 months. The first phase would begin at the
end of the 2014 football season and would include the construction of the east and south side seating
and the west infrastructure for press box and suites. A portion of the west section of the stadium
(press box, suites, concourse, and concessions) lies outside the footprint of the existing stadium, so
ATTACHMENT I 4
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can be constructed immediately, while the existing facility is occupied. The second phase would
commence after the conclusion of the 2015 football season. The second phase would construct the
west side stadia and install the artificial turf field. Under this approach construction would be
entirely completed for the opening game of the 2016 football season.
An accelerated approach would be to initiate the phase one construction (east seating and press box
and suites on west side) as early as possible in the spring of 2014, with completion of seating on the
east side of the stadium prior to the 2014 football season. The second phase would begin
immediately upon completion of the 2014 season and complete the south stands, press box, suites,
west stadium, and the new turf field by the beginning of the 2015 football season.
The footprint of the new stadium will be larger than the current footprint. North Campus Drive, a
primary street serving the campus will not require relocation due to the project. The west side of the
stadium will encroach on the existing parking lot. The east side of the stadium will encroach on the
football practice field east of the current stadium. Utilities serving the existing stadium will be
upgraded as needed. A sanitary sewer main crosses the middle of the football field under the
stadium. SDSU will examine possible relocation of this sewer main outside of the footprint of the
stadium. The water service main serving the Dykhouse Student Athlete Center and the Sanford-
Jackrabbit Athletic Complex will be used to serve the fire protection and water service requirements
of the New Stadium.
The high voltage electrical loop immediately north of the Sanford-Jackrabbit Athletic Complex will
be tapped to serve the new stadium. Storm drainage will be managed through direction of building
runoff, field surface drainage, and general surface drainage to underground storm sewers west of the
existing stadium.
Available parking space within a 15 minute walk of the stadium has been analyzed. Adequate
parking is available for game day use. The project construction activities are likely to disturb all
parking west and northwest of the stadium. Parking for approximately 650 vehicles will be replaced
as a component of the scope of the project. As the campus continues to develop, other parking areas
will be developed that will also conveniently support stadium use.
Geotechnical reports have been completed. The stadia construction will be precast concrete
supported by concrete columns and beams or structural steel. The construction manager at risk will
assist in conducting a value engineering analysis of seating construction and structural options re:
precast concrete stadia vs. steel & aluminum stadia. The concentrated loads from the structure will
be supported by concrete spread footings of increased size and thickness. Further analysis of
potential building deflection and uniform control of potential building settlement will determine
specific sizes and any requirements for soil stabilization.
D. DESCRIPTION OF KEY BUILDING FEATURES:
The new stadium will be constructed in the same location as Coughlin Alumni Stadium. Existing
steel scaffolding type seating on the east side, aluminum bleachers in the south end zone, and precast
ATTACHMENT I 5
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concrete seating on the west side will be replaced. In the preliminary design phase value engineering
of the types of seating will be undertaken to choose the appropriate seating for each side of the
facility. The design is a modified bowl of seating with seating on three sides, and an open section in
the southwest corner near the primary entrance to the Stadium.
Entrances to the stadium will be provided on the southwest, southeast, and northwest corners. The
stadium bowl will concentrate club, loge, and enclosed suite seating on the west side of the facility.
Reserved seats will be available on both the east and west sides of the stadium. The design includes
a grade level enclosed concourse to direct pedestrian traffic to seating, concessions, restrooms, and
upper levels. The concourse will be connected to the seating bowl via grade level corridors. The
west concourse will provide access to concessions, restrooms, game day support facilities, food
service support, a retail store, the University Police Department, ticketing, and game day
administrative support spaces. The west concourse will also provide vertical access to club seating,
suites, press box facilities, loge access, and upper level access to reserved seating. The east and
south concourse will be an exterior concourse providing access to concessions, restrooms, and
visiting team locker facilities. The construction of the stadia will be structural steel or concrete
columns and framing, and either steel & aluminum or precast concrete stadia. Weather protected
framing will be structural steel with bar joists and structural steel decking. Most exterior and interior
walls will be constructed of concrete block, with limited use of brick and prefinished metal paneling.
Fully enclosed concession, restroom, and support facilities will be insulated, heated, and air
conditioned. Club facilities and concessions will be provided at an elevated second story level.
Suites will be provided at the third story level. Press facilities and some suite functions will be
provided at the fourth story level. Suite are likely to provide outside seating that will also provide
weather protection from rain and wind for loge seating.
Seating between the 10 yard lines will be chair backed self-rising fixed seats. Bench seating will be
provided outside of the 10 yard lines and in the south end zone. The design and rake of the seating
stadia will provide unobstructed sight lines throughout with full view of the field from sideline to
sideline and full end zone visibility for all seating. ADA and companion seating will be provided at
all different types of seating locations (general admission, reserved, loge, and suite).
Food preparation facilities will include receiving and storage areas, recycling area, dry storage, walk
in freezers & coolers, food service staging, kitchen, dish washing, locker & uniform areas, and
chair/table/kiosk storage. Food preparation and storage areas shall have separate vertical service to
club and suite level food service venues. Food preparation facilities will be designed for food
assembly, plating, and staging. Food preparation, cooking, and ‘cook to serve’ for concessions and
club level will take place off site. Food services to suites may include ‘cook to serve’ equipment and
facilities.
Retail facilities will include a team store, portable novelty stands, and general retail storage. Press
box and media facilities shall include television broadcast booth, home radio booth, visitor radio
booth, internet/WEB based broadcast booth, public address/score keeper/statistician booth, home &
ATTACHMENT I 6
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visiting coaches booths, press lounge, press interview space, video production space, electrical
service area, and restroom facilities. Media and service access shall be independent of public access.
Locker rooms will be provided for visiting teams and officials. Ticketing windows and box office
facilities shall be provided for support staff. Administrative support offices will be provided for
game day activities. Various spaces will be required for operational support, including custodial,
telecommunications, mechanical, electrical, food services, sound system, and stadium lighting.
E. ILLUSTRATIVE FLOOR PLANS:
The following attachments are included to illustrate the schematic design:
o Site Plan
o Main Concourse Plan
o Club Level Plan
o Suite Level Plan
o Press Level Plan
o Perspective Images
F. INITIAL COST ESTIMATES:
The schematic cost estimate of the project is in the range of $60 to $65 million. The estimated costs
are total project costs and include:
o all construction costs, demolition costs, and costs for fixed seating, signage, electronic audio,
video, telecommunications, computer systems, sports lighting, parking and utilities; and
o soft costs including the professional design and consultant service fees, soil borings and site
development, project administration and management, food service equipment, point of sales
systems, furnishings and signage.
Estimated costs of primary categories of costs that include all items shown above are as follows:
o Building Construction - $51,000,000 to $53,000,000
o Parking/Site development - $ 1,500,000
o Furnishings & Equipment - $ 2,000,000 to $ 2,100,000
o Professional Consultants - $ 3,500,000 to $ 4,000,000
o Project Administration - $ 1,100,000 to $ 1,300,000
o Project Contingency - $ 2,000,000 to $ 2,800,000
o Total Project Costs - $61,100,000 to $64,700,000
G. IMPACT TO M&R:
The Financial Plan of the stadium will have two distinct but overlapping components; a plan to
finance the total project construction (hard and soft costs) of the stadium and a plan to fund operating
ATTACHMENT I 7
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and maintenance costs. The overarching principles of the plan are to build only what is affordable
and to build only what can be operated.
At the current market cost of capital, annual operating costs for interest and principle can be reduced
approximately $75,000 for each reduction of $1 million in bond sales because of private donations
and/or sponsorship revenue. This creates the overlap between the Construction Financial Plan and
the Operating Financial Plan.
Based on CH Johnson study and report, the annual funding for maintenance and repair/capital
renewal funding is estimate to be $220,000. SDSU HEFF M&R allocation is not affected.
H. BUDGET FOR ONGOING OPERATIONAL COSTS:
Operations and maintenance: For management, custodial, grounds care, and routine maintenance, a
minimum of $453,000 should be allocated each year.
Utilities: The additional utility expenses are estimated at $160,000. This represents only utility
consumption and does not include the costs of utility connections.
I. PROPOSED FUNDING SOURCES FOR COSTS OF:
1. CONSTRUCTION
Funds for construction will be private donations and sponsorship revenues, and proceeds from
revenue bonds. The amount of bonds sold will be a function of final cost estimates with a goal to be
as close to $60 million as feasible for total project costs. Private donations and sponsorship revenues
plus limited institutional funds will be included for the funding of the construction of the non-
stadium space. Sponsorship revenues can be applied against the total construction costs or against
the operating costs.
Assuming success in achieving a verified cost estimate towards the lower end of the cost estimate
range and progress to date in securing donor commitments, revenue bond sales of $50 million or less
are the target of the plan. Fund raising is in progress, with a check point of mid-November to
validate the financial proforma and target for bond sales. Fund raising will continue through
approval, design, and stadium construction. The intent is to minimize bond sales by maximizing
donations and appropriate sponsorship revenues.
2. ONGOING OPERATIONS &
3. MAINTENANCE AND REPAIR
Revenue streams from amenity seat agreements, season tickets sales, sponsorships, concessions, and
facility use fees will support ongoing operations, maintenance, and repair costs.
ATTACHMENT I 8
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Market scope and scale assessment and capacity analysis to forecast annual revenues and the
estimated operating pro forma, which includes principle and interest payments, completed to date by
financial consultant CH Johnson provides positive indications on the ability to support the O&M and
M&R costs of the stadium.
Financial consultant CH Johnson is completing analysis of the ability to provide revenue streams
from amenity seat agreements, season tickets sales, sponsorships, concessions, facility use fees, etc.
Preliminary discussions with prospects for amenity seats have been gone well. Market tests and pre-
sales are underway and will be pursued very aggressively through September and October to the
beginning of the third week of November. There are target pre-sale commitments by type of
inventory (suites, loge seating, club seats and ticket sales) that will guide sales efforts to determine
the validity of the market assessment and capacity analysis and associated forecast revenues.
This success of these activities will validate the plans and strengthen the operating pro forma and the
feasibility of successfully operating the stadium once constructed. In addition to revenues from
these sources, the operating pro forma includes revenues from concessions and catering, facility use
fee revenues for special events, and advertising revenues. Financial consultant CH Johnson will
continue their due diligence providing their rigorous assessment on the operating pro forma during
the market test period.
ATTACHMENT I 9
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Football StadiumSouth Dakota State University, Brookings, SDtitle :
project number :
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SCHEMATIC DESIGNNOT FOR CONSTRUCTION
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A0.0
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VISITING TEAMLOCKER
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MAINCONCOURSE
360 SF
GAME DAYSECURITY /
FIRE COMMAND
1,000 SFCONCESSIONS
1,420 SFTOILETS
1,300 SFSTORAGE
1,300 SFCONCESSION
1,300 SFTOILETS
1,420 SFTOILETS
1,430 SFCONCESSION
810 SFTOILETS
890 SFCONCESSIONS
1,690 SFTOILETS
1,690 SFSTORAGE
1,690 SFTOILETS
1,230 SFTOILETS
1,420 SFTOILETS
1,430 SFSTORAGE
1,300 SFCONCESSION
1,310 SFTOILETS
1,310 SFTOILETS
1,430 SF
TOILETS /CONCESSION
12,710 SF
CONCOURSE -EAST
LEGEND
ADMIN
BACK-OF-HOUSE
CIRCULATION
CONCESSIONS
SPECTATOR FACILITIES
TENANT SPACE
WEST FACE
DA.0 FE
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B CA
430 SFFIRST AID
300 SF
PLAYER &OFFICIALSTOILETS
7,490 SF
CONCOURSE -SOUTH
290 SF
ANCILLARYFIRST AID
79'-5"
35'-0"
35'-0"
79'-5"
35'-0"
35'-0"
79'-5" 30'-0" 27'-0"
79'-5"
30'-0"27'-0"
79'-5"
30'-0"27'-0"
79'-5"
30'-0"
27'-0"
79'-5
"
V
160 SFCORRIDOR
8'-0"
OFFICES, LOCKERS, BACK-OF-HOUSE*:35,980 SQ. FT.
OFFICIALS' TUNNEL
2,030 SF
OFFICIALSLOCKER
4,790 SF
UNIVERSITYPOLICE 2,040 SF
GAME DAY
1,320 SFMAIN ENTRY
4,200 SF
ANCILLARYLOCKER
2,000 SFADMIN
1,540 SF
B.O.H.CORRIDOR
3,120 SFLOADING DOCK
10,440 SF
KITCHEN &BACK-OF-HOUSE
*INCL. VISITOR'S LOCKER
TOILETS & CONCESSIONS:23,100 SQ. FT.
280 SFTICKETS?
WEST TOWER (CLUB & ABOVE):77,951 SQ. FT.
43'-4
"
35'-6 5/8"
52'-5
1/2"
59'3
55'
26'6
49'
43'-4
"0"
43'-4
"
35'-0 1/8" 55'-8 1/4" 55'-8 1/4"
32'
1,310 SFCONCESSIONS
900 SFCONCESSION
HPF FUTUREEXPANSION
ENTRYPLAZA
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GAME DAYSECURITY /
FIRE COMMAND
1,000 SFCONCESSIONS
1,420 SFTOILETS
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1,300 SFTOILETS
1,420 SFTOILETS
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810 SFTOILETS
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1,420 SFTOILETS
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1,300 SFCONCESSION
1,310 SFTOILETS
1,310 SFTOILETS
1,430 SF
TOILETS /CONCESSION
12,710 SF
CONCOURSE -EAST
LEGEND
ADMIN
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CIRCULATION
CONCESSIONS
SPECTATOR FACILITIES
TENANT SPACE
WEST FACE
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430 SFFIRST AID
300 SF
PLAYER &OFFICIALSTOILETS
7,490 SF
CONCOURSE -SOUTH
290 SF
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OFFICES, LOCKERS, BACK-OF-HOUSE*:35,980 SQ. FT.
OFFICIALS' TUNNEL
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OFFICIALSLOCKER
4,790 SF
UNIVERSITYPOLICE 2,040 SF
GAME DAY
1,320 SFMAIN ENTRY
4,200 SF
ANCILLARYLOCKER
2,000 SFADMIN
1,540 SF
B.O.H.CORRIDOR
3,120 SFLOADING DOCK
10,440 SF
KITCHEN &BACK-OF-HOUSE
*INCL. VISITOR'S LOCKER
TOILETS & CONCESSIONS:23,100 SQ. FT.
280 SFTICKETS?
WEST TOWER (CLUB & ABOVE):77,951 SQ. FT.
43'-4
"
35'-6 5/8"
52'-5
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59'3
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26'6
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"0"
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"
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32'
1,310 SFCONCESSIONS
900 SFCONCESSION
HPF FUTUREEXPANSION
ENTRYPLAZA
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project number :
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CLUB LEVELSOUTH LOUNGE
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1,130 SFCONCESSIONS
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LOUNGE
1,280 SFCLUB B.O.H.
850 SF
CONCIERGE &COATS
1,130 SFRESTROOMS
1,130 SFRESTROOMS
1,290 SFBAR
1,340 SFSTOR.
7,450 SF
CLUB LEVELCIRCULATION
140 SFFAMILY RR
630 SFSTOR.
LEGEND
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CLUB LEVEL
CLUB SEATS
CONCESSIONS
LOWER BOWL SEATING
SPECTATOR FACILITIES
Football StadiumSouth Dakota State University, Brookings, SDtitle :
project number :
sheet no.
SCHEMATIC DESIGNNOT FOR CONSTRUCTION
147
Date : May 17, 2013
A2
CLUB LEVEL PLAN
1/32" = 1'-0"1CLUB LEVEL
1020
3040
50
1020
3040
50
2040
30
2030
4010 10
UP
1
2
18
19
21
22
23
24
25
27
28
29
30
31
33
34
35
37
39
41
42
43474850
54
5557
58
G
64
65
68
69
71
72
73
74
75
76
77
79
46
M N
O
P QR
59,090 SF
LOWER BOWLSEATS - EAST &SOUTH SIDES
15,330 SFCLUB LOUNGE
DA.0 FE
S
B CA
V
GREENROOF
BELOW
2,340 SF
CLUB LEVELSOUTH LOUNGE
1,130 SFCONCESSIONS
1,130 SFCONCESSIONS
2,340 SF
CLUB LEVELNORTH
LOUNGE
1,280 SFCLUB B.O.H.
850 SF
CONCIERGE &COATS
1,130 SFRESTROOMS
1,130 SFRESTROOMS
1,290 SFBAR
1,340 SFSTOR.
7,450 SF
CLUB LEVELCIRCULATION
140 SFFAMILY RR
630 SFSTOR.
LEGEND
BACK-OF-HOUSE
CIRCULATION
CLUB LEVEL
CLUB SEATS
CONCESSIONS
LOWER BOWL SEATING
SPECTATOR FACILITIES
Football StadiumSouth Dakota State University, Brookings, SDtitle :
project number :
sheet no.
SCHEMATIC DESIGNNOT FOR CONSTRUCTION
147
Date : May 17, 2013
A2
CLUB LEVEL PLAN
1/32" = 1'-0"1CLUB LEVEL
ATTA
CH
MEN
T II 12
-
STADIUMSD REVISIONS & B.O.R. PREP
30 August 2013
10
SUIT
E LE
VEL
PLA
N
1020
3040
50
1020
3040
50
2040
30
2030
4010 10
1
2
18
19
21
22
23
24
25
27
28
29
30
31
33
34
35
37
39
41
42
43474850
54
5557
G
64
65
68
69
72
73
74
75
76
77
79
46
M N
O
P QRLEGEND
BACK-OF-HOUSE
LOGE BOXES
SUITES
DA.0 FE
S
B CA
10,970 SFSUITE LOUNGE
V
1,200 SFPARTY SUITE
3,590 SFLOGE BOXES
350 SFCOM. SUITE 19
350 SFCOM. SUITE 18
400 SFCOM. SUITE 17
350 SFCOM. SUITE 16
350 SFCOM. SUITE 15
350 SFCOM. SUITE 14
350 SFCOM. SUITE 13
350 SFCOM. SUITE 12
350 SFCOM. SUITE 11
570 SFEXEC. SUITE 4
570 SFEXEC. SUITE 3
570 SFEXEC. SUITE 2
570 SFEXEC. SUITE 1
350 SFCOM. SUITE 10
350 SFCOM. SUITE 9
350 SFCOM. SUITE 8
350 SFCOM. SUITE 7
350 SFCOM. SUITE 6
350 SFCOM. SUITE 5
400 SFCOM. SUITE 4
350 SFCOM. SUITE 3
350 SFCOM. SUITE 2
1,210 SFPARTY SUITE 1
350 SFCOM. SUITE 1
350 SFCOM. SUITE 20
900 SF
SUITE LEVELB.O.H.
Football StadiumSouth Dakota State University, Brookings, SDtitle :
project number :
sheet no.
SCHEMATIC DESIGNNOT FOR CONSTRUCTION
147
Date : May 17, 2013
A3
SUITE LEVEL PLAN
1/32" = 1'-0"1SUITE LEVEL
1020
3040
50
1020
3040
50
2040
30
2030
4010 10
1
2
18
19
21
22
23
24
25
27
28
29
30
31
33
34
35
37
39
41
42
43474850
54
5557
G
64
65
68
69
72
73
74
75
76
77
79
46
M N
O
P QRLEGEND
BACK-OF-HOUSE
LOGE BOXES
SUITES
DA.0 FE
S
B CA
10,970 SFSUITE LOUNGE
V
1,200 SFPARTY SUITE
3,590 SFLOGE BOXES
350 SFCOM. SUITE 19
350 SFCOM. SUITE 18
400 SFCOM. SUITE 17
350 SFCOM. SUITE 16
350 SFCOM. SUITE 15
350 SFCOM. SUITE 14
350 SFCOM. SUITE 13
350 SFCOM. SUITE 12
350 SFCOM. SUITE 11
570 SFEXEC. SUITE 4
570 SFEXEC. SUITE 3
570 SFEXEC. SUITE 2
570 SFEXEC. SUITE 1
350 SFCOM. SUITE 10
350 SFCOM. SUITE 9
350 SFCOM. SUITE 8
350 SFCOM. SUITE 7
350 SFCOM. SUITE 6
350 SFCOM. SUITE 5
400 SFCOM. SUITE 4
350 SFCOM. SUITE 3
350 SFCOM. SUITE 2
1,210 SFPARTY SUITE 1
350 SFCOM. SUITE 1
350 SFCOM. SUITE 20
900 SF
SUITE LEVELB.O.H.
Football StadiumSouth Dakota State University, Brookings, SDtitle :
project number :
sheet no.
SCHEMATIC DESIGNNOT FOR CONSTRUCTION
147
Date : May 17, 2013
A3
SUITE LEVEL PLAN
1/32" = 1'-0"1SUITE LEVEL
ATTA
CH
MEN
T II 13
-
STADIUMSD REVISIONS & B.O.R. PREP
30 August 2013
11
PRES
S LE
VEL
PLA
N
1020
3040
50
1020
3040
50
2040
30
2030
4010 10
UP
1
2
18
19
21
22
23
24
25
27
28
29
30
31
33
34
35
37
39
41
42
43474850
54
5557
58
G
64
65
68
69
71
72
73
74
75
76
77
79
46
M N
O
P QR
3,750 SF
PRESSCORRIDOR
LEGEND
BACK-OF-HOUSE
CIRCULATION
PRESS LEVEL
SUITES
DA.0 FE
S
B CA
35'-0"35'-0"
V
770 SF
PRESS LOBBY& LOUNGE
1,980 SF
PRESS WORKRM
120 SFRR
120 SFRR
130 SFMEN'S
120 SFWOMEN'S
330 SF
STORAGE /PANTRY
1,120 SF
VIDEOPRODUCTION /EDITING / MAINCONTROL RM
3,460 SF
PRESIDENTSUITE
400 SFCAMERA
270 SF
STATS &SCOREBOARD
270 SFOFFICIALS
270 SFRADIO
270 SFCOACH
730 SFTV
270 SFCOACH
270 SFRADIO
270 SFWEB
490 SFCAMERA
170 SFCOPY
170 SFPATCH
470 SF
MAIN SERVERROOM
280 SF
AUDIX/FIELDCOMMUNICATIONS
GREENROOF
BELOW
GREENROOF
BELOW
Football StadiumSouth Dakota State University, Brookings, SDtitle :
project number :
sheet no.
SCHEMATIC DESIGNNOT FOR CONSTRUCTION
147
Date : May 17, 2013
A4
PRESS LEVEL PLAN
1/32" = 1'-0"1PRESS LEVEL
1020
3040
50
1020
3040
50
2040
30
2030
4010 10
UP
1
2
18
19
21
22
23
24
25
27
28
29
30
31
33
34
35
37
39
41
42
43474850
54
5557
58
G
64
65
68
69
71
72
73
74
75
76
77
79
46
M N
O
P QR
3,750 SF
PRESSCORRIDOR
LEGEND
BACK-OF-HOUSE
CIRCULATION
PRESS LEVEL
SUITES
DA.0 FE
S
B CA
35'-0"35'-0"
V
770 SF
PRESS LOBBY& LOUNGE
1,980 SF
PRESS WORKRM
120 SFRR
120 SFRR
130 SFMEN'S
120 SFWOMEN'S
330 SF
STORAGE /PANTRY
1,120 SF
VIDEOPRODUCTION /EDITING / MAINCONTROL RM
3,460 SF
PRESIDENTSUITE
400 SFCAMERA
270 SF
STATS &SCOREBOARD
270 SFOFFICIALS
270 SFRADIO
270 SFCOACH
730 SFTV
270 SFCOACH
270 SFRADIO
270 SFWEB
490 SFCAMERA
170 SFCOPY
170 SFPATCH
470 SF
MAIN SERVERROOM
280 SF
AUDIX/FIELDCOMMUNICATIONS
GREENROOF
BELOW
GREENROOF
BELOW
Football StadiumSouth Dakota State University, Brookings, SDtitle :
project number :
sheet no.
SCHEMATIC DESIGNNOT FOR CONSTRUCTION
147
Date : May 17, 2013
A4
PRESS LEVEL PLAN
1/32" = 1'-0"1PRESS LEVEL
ATTA
CH
MEN
T II 14
-
STADIUMSD REVISIONS & B.O.R. PREP
30 August 2013
13
INTE
RIO
R V
IEW
: CL
UB
ROO
M
ATTA
CH
MEN
T II 15
-
STADIUMSD REVISIONS & B.O.R. PREP
30 August 2013
14
EXTE
RIO
R: S
OU
THEA
ST P
ERSP
ECTI
VE
ATTA
CH
MEN
T II 16
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