Concordia Recreation Center Preliminary Program of Spaces and Needs PDF Free Download
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Concordia Recreation Center
Preliminary Program of Spaces and Needs
Site Needs
Parking to accommodate daily and special event needs of the community.
• Daily activities
o Walkers /Exercise groups and individuals
o Coee and community groups
o Athletics space users – School and independent teams
o Childcare groups.
o Sta
• Events
o School related events
o Youth athletic tournaments and events
o City Recreation leagues and events
▪ Pickleball, Basketball, volleyball, soccer, exercise classes, etc.
o Community meetings and gatherings.
Building space and uses
▪ Generous entry and lobby area
o Sta reception and check-in
▪ Located to provide supervision of those coming and going
o Equipment check-in area and storage
o Circulation area with clear access to primary use spaces
o Access to drinking fountains and vending machines
▪ Gymnasium space.
o 2 regulation basketball courts minimum
▪ Overhead drop-down goals
▪ Wood Floor with cushioning base to meet national safety standards
o 4 volleyball courts
▪ Overhead drop-down goals
o Overhead walking track
▪ Perimeter of court area
▪ Handicap accessible
o Court markings for a variety of uses and events
o Divider curtain to separate groups and activities
o Storage for event equipment and general use
▪ Balls, portable nets and goal, etc.
▪ Special storage for wrestling mats.
▪ Large doors and overhead doors where possible
o Seating for spectators
▪ Fixed and portable seating.
• Telescoping where possible and required for storage.
• Portable tip and roll type for smaller groups.
▪ Pickleball Courts
o 2 courts with adequate space between courts.
o High quality court and oor coatings – no dead spots.
o Seating between and around courts
o Visibility from entry and lobby
o Natural light.
o Outdoor space for gathering
▪ Covered area for sun and weather protection
▪ Social space for community gathering
o Intergenerational use
▪ Senior coee groups
• Secluded from loud high activity areas
▪ Youth clubs and afterschool space
▪ Accommodate multiple activities
• Games, studying, etc.
▪ Access to concessions and/or vending
▪ Warm comfortable and durable nishes.
▪ Soft furniture as well as tables and chairs.
▪ Flexible with operable walls to accommodate a variety of group sizes
o Space for group gathering during events.
▪ Second oor or lower level space
• Teams between games
• Auxiliary group gathering area
• Access to restrooms, vending, concession
• Durable nishes and furnishings.
o Golf simulator
▪ Located remotely from high activity areas
▪ Size to accommodate 1-2 simulators
• Safe spacing between simulators and users.
▪ Equipment storage
▪ High ceilings (11’ recommended)
o Youth indoor playground and tot lot
▪ For use by public including private childcare programs
▪ Turf area for indoor play
• Preschool soccer and skill development area.
• General play area
▪ Playground equipment (tot lot)
• Climbing equipment and climbing wall
o Climbing wall horizontal for safety.
o Safety mats
• Playground base to be cushioned to meet safety standards
o Poured or tiled cushioned oor system
o Handicap accessibility
• Standard door and overhead door access to outdoor play
area.
• Natural light where possible.
▪ General use spaces and requirements
o Restrooms for public use
▪ Family restrooms (single use)
o Lockers for daily use or rent.
o Changing area including private space.
o Elevator for complete ADA accessibility.
o Vending area
o Bottle ller type drinking fountains located throughout the building.
o Storm shelter space if determined necessary and allowed by budget
▪ Areas to be considered include
• Locker areas (Approx. 600 s.f. = 120 people)
• Intergen and youth activity area (Approx. 1600 s.f. = 320
people)
o Use as storage area may impact natural light/window
size, ceiling heights, etc)
• Basement area
o Storage for general storage needs.
The description of space needs is preliminary. During project and design progression the
program of spaces will be further evaluated and modied based on owner input,
prioritization of space needs, building budget, site limitations and opportunities, etc.
Concordia Recreation Center
Site Evaluation
This report evaluates 2 possible sites under consideration as possible locations for a new
community recreation facility. These sites are evaluated based on a variety factors including, but
not limited to:
• Location within the community
o Access to the site and impact on the area.
o Parking access
o Site conguration, topography, and existing use.
o Architectural style and impact on building construction materials and
methods.
o Other issues specic to each site.
Site 1 is located at the southwest corner of the City Park. Situated between the swimming pool to
the North and youth balleld to the east, this area consists of mature trees, grass area. And a large
topographic swale through the site. Additionally the area includes a stone park structure and a
small parking lot west and south of the swimming pool. Other features of the park include tennis
courts, a skate park, playground area. And grass area. The park is well maintained and attractive. It
ls surrounded by residential streets with the high school nearby to the southwest.
Site 2 is located at the northeast area of town that is largely industrial in nature. The site currently
has a baseball eld along with grass area used informally for soccer and other activities. There is a
small storage building at the east side of the site. The site topographically at, with street access to
the east and south. It is assumed that north street access would be limited, but likely not necessary
with the potential use. There appears to be a utility easement along the west property line with
overhead power. Adjacent properties include industrial facilities to the North, an auto dealership to
the east, and residential development to the south and west.
Site Impact on Building Construction Type and Methods.
For a project of this type, a large building with large open areas, tall clear ceiling height
requirements, there are many options to consider for building structure and materials. Two most
common types would be Conventional structural systems, and Pre-Engineered Metal Buildings
(PEMB).
Conventional construction generally includes a variety of construction components including:
▪ Load bearing walls
▪ Structural Steel columns, beams, girders, joists, etc.
▪ Light frame non-bearing wall components (metal studs, gypsum or wood sheathing,
and metal, stone, and/or masonry veneers.
Conventional construction methods generally oer tremendous design exibility with an
opportunity to utilize a broad range of constructions methods and materials, with custom size,
conguration, to meet both structural and aesthetic design challenges and opportunities
associated with building needs and site conditions. In general, Conventional construction is more
costly than PEMB systems as a result of material costs, custom congurations, multiple trades,
labor costs, among other reasons.
Pre-Engineered (PEMB) building systems are typically construction of custom structural steel rigid
frames supporting walls and roofs, with lighter gage sub-framing components called girts (walls)
and Purlins (roofs), with a metal wall panel as the exterior cladding of the building. Building nishes
can also include other materials such as brick and stone, architectural wall panels. EIFS, or other
systems. Materials other than common PEMB metal panels, typically require additional framing and
other design modications, which can aect and increase costs. PEMB systems are generally most
practical on sites that are relatively at, keeping the structure simple, and components repetitive
for maximum value.
Conventional Framing example: Pre-Engineered Metal Building example:
Site 1 – City Park images
This image shows the existing City Park. The proposed building location is at the southwest corner
of the site. Reference topographical site aerial image showing the variation of grades at the site and
proposed building area.
The images above show street images of the City Park site. Variation of the site topography is
evident from the street elevation to the proposed building location.
City Park site with topographical contour lines. This image shows that there is approximately 14’ of
grade variation from the swimming pool area to the southwest corner of the site. Given the extreme
topography of this site, this location would be more conducive to Conventional construction
systems, including the possibility of spaces at a lower (basement ) level.
Site 2 – Northwest site images
The image above show the proposed northwest area site. existing baseball eld, soccer area,
storage building, and west easement with overhead power lines are evident.
The street level images above reect the at nature of the site. This site would be conducive to both
conventional construction systems or Pre-Engineered Metal Building Systems (PEMB). The at
topography may make PEMB systems a more economical option for construction with a second
story of some programmed spaces.
Concordia Recreation Center
Preliminary Site Planning and Design
For the purpose of this preliminary study a building plan, consistent with the programming
requirements and parameter has been developed with modication based on each site condition. It
should be understood that the building design at this stage is intended to be preliminary for the
purposes of determining potential building size, project/construction budgets, and as a resource for
continued discussion.
Site 1 Concordia City Park
Site 1 is the more restrictive site for building construction. Available space, public use/access, and
site topography contribute to the limitations of this site. These same constraints also present
unique and potentially benecial opportunities to developing this site for a community recreation
center.
Topography is one of the biggest issues facing the site. because of the nature of the site, a building
of two levels, with the main level (street access) being the west side and including entry lobby,
locker rooms, intergenerational activity rooms, and the walking track at the main level. A lower level
may consist of basketball and volleyball courts, pickleball courts, indoor playground, gathering
space, and storage/future growth. The topography of this site likely prevents a PEMB from being a
cost eective building solution. And would require conventional construction.
Potential Advantages to Site 1:
• Central location in town near other community activities including the swimming pool,
tennis courts, and park areas.
• Lower level use of the primary functions may be an interesting aesthetic from the building
entrance/lobby.
• ADA access to the track area from the main entrance/lobby may be conducive to senior
users of the track.
• Conventional construction oers design opportunities for using materials and features that
t positively in the park and residential area proposed.
• Existing parking exists at the tennis courts which may be shared between uses. Additional
parking may be added at the lower level North side.
• The park setting is attractive and conducive to community activities.
Potential Disadvantages to Site 1:
• Locating the primary activities at the lower level may make access and circulation to those
areas slightly more cumbersome, with increased stair and elevator use.
• Parking at the entry level (west) is limited based on available space. Additional parking
added at the North would result in loss of an existing park structure.
• Parking at the North and at the tennis courts make the access to the main entrance
cumbersome. With the grade variations, access could be a problem in the winter months.
• Supervision and security of the entry and users may be more challenging with exits at
multiple levels.
o Additional lower level entry would require additional sta for supervision and check-
in.
• The site cost associated with the topography would be increased.
• Construction of basement space, and associated foundation systems, will likely increase
costs.
• The conventional construction of structural systems and building nishes would increase
costs.
Site 2 Northeast Area of City
Site 2 is an open site that appears very conducive to new construction with site utilities, roads, and
general constructability. The site is large enough to accommodate a large building and associated
parking. The at topography will likely result in more cost eective site preparation and building pad
construction. This site would be a good t for either conventional construction and the associated
design opportunities, or the more cost eective PEMB approach.
Potential Advantages to Site 2
• Site access for parking and building entrance is very good with multiple drive entrances and
parking on two sides.
• Site preparation and building pad construction is expected to be cost eective compared to
site 1 with more complex topography.
• Site and ADA accessibility is easily inherent with the primary activity areas on the main
oor.
• Site is conducive to either conventional construction or PEMB construction providing cost
eective design alternatives for building construction.
• Site is near other outdoor sports elds.
Potential Disadvantages to Site 2
• The more remote location further away from the center of town and may be more diicult to
access from most neighborhoods and other summer activities (pool, playground, tennis
courts, park, etc.) located at Site 1.
• The site is undeveloped with landscaping and trees. Growth of trees will take substantial
time.
CITY of CONCORDIA RECREATION FACILITY
SITE 1 ANALYSIS - Concordia City Park
CITY of CONCORDIA RECREATION FACILITY
SITE 1 ANALYSIS - Concordia City Park
CITY of CONCORDIA RECREATION FACILITY
SITE 2 ANALYSIS - Concordia Northeast Area
Concordia Recreation Center
Building Planning and Design
For the purpose of this preliminary study, the building plan is consistent with the programming
requirements and parameters, has been developed with modication based on each site condition.
It should be understood that the building design at this stage is intended to be preliminary for the
purposes of determining potential building size, project/construction budgets, and as a resource for
continued discussion.
Interior Space Organization.
The building entrance is located to provide a centralized entry point with clear visualization to sta
services, check-in location, and the primary functions of the building. A clear visual to pickleball
courts, the gymnasium, and indoor playground are easily recognizable to visitors. A clear view to
second access stairway and elevator are clear upon entering the building. The intent is for vibrant
nishes to create an exciting and active environment, while using traditional and durable materials.
Pickleball courts are easily observable upon entry. Windows o the lobby show the activity and
quality of nish in the area. Floors and walls will be constructed of durable nishes including
masonry walls, and post-tensioned oors with special court coatings for a long life and consistent
play. Natural light is desired with access to outdoor space for larger group events and gatherings.
The Gymnasium is clearly visible from the entrance with visual observation of the space throughout
the length of the hallway. Durable wall nishes, multiple gym entrance points, and tempered safety
glass provide safe separation from the main hallway and reduce traic through the gym during
games. The upper level of the gymnasium includes a walking track exposed to the gym. Interior
windows at the upper track level provide clear observation and supervision of the track area.
Indoor playground space is easily accessible from the main entrance. Glass windows and entry
doors provide clear observation when entering the playground area. Upon entering the play area,
cushioned turf ooring is provided to allow for open play area. Adjacent to the turf area is a tot lot
playground with cushioned ooring and climbing equipment. The space is organized so that
parents and sta can observe the entirety of the space upon entering. Overhead doors with glass
panels provide natural light as well as opening to outdoor play area when weather permits.
Intergenerational activity space is located somewhat remote from the highly active areas. Exterior
entrance and exit is provided to allow controlled access at certain times to approved groups. This
area is intended to be multifunctional for multiple age groups including senior coee groups, as
well as youth after school groups. The space is located near concession and food prep areas and
can serve large community groups with operable walls to open the oor area.
Restrooms and locker facilities are provided in a centralized area of the building where they can be
accessed by all users, as well as maintaining sta observation.
Other group gathering areas including golf simulators, exercise rooms, and open gathering spaces
are located at alternative oors (lower level at site 1 and upper level at site 2).
Day of Week, Month, Day, Year Estimated Project Costs
Prepare By: Charles Renz Prepared For: Concordia Recreation
JGR Architects
Address
730 N. Ninth St
Address
Salina, KS 67401
Concordia, KS
785-827-0386
Telephone #
Building Sq. Size:
54,000
Site Sq. Size:
143,500
Bid Date:
1/1/2024
Building use:
Educational
No. of Floor:
2 (1) 40,000 / (2) 14,000
Foundation:
CON
No. of buildings:
1
Exterior Walls:
MET
Project height:
30
Interior Walls:
MAS/MS-Gyp
1st Floor Height:
12
Roof Type:
MET
1st Floor Size:
2700
Floor Type:
CON
Project Type:
ADD/REN
Division
Quanity
Unit
Unit Price
Percent
Sq. Cost
BaseAmount
InflationAdjust.
00
Procurement and Contracting Required
9.07
24.63
1,330,000
1,529,500
General Conditions
1
LS
600,000
4.09
11.11
600,000
690,000
Performance Bonds
1
LS
180,000
1.23
3.33
180,000
207,000
CMAR Fee
1
LS
550,000
3.75
10.19
550,000
632,500
0.00
0.00
0
0
01
General Requirements
12.64
34.35
1,855,000
2,133,250
Contingency
1
LS
1,000,000
6.82
18.52
1,000,000
1,150,000
A & E Fees
1
LS
820,000
5.59
15.19
820,000
943,000
Survey/Testing
1
LS
35,000
0.24
0.65
35,000
40,250
0.00
0.00
0
0
0.00
0.00
0
0
02
Site and Exisiting Conditions
2.20
5.99
323,397
371,907
Site Demo
1
LS
43,397
0.30
0.80
43,397
49,907
Site Utilities
1
LS
110,000
0.75
2.04
110,000
126,500
Building Pad
50000
SF
3
1.02
2.78
150,000
172,500
Femcing
200
LF
100
0.14
0.37
20,000
23,000
03
Concrete
12.28
33.37
1,801,750
2,072,013
Exterior paving
45000
LS
10
3.07
8.33
450,000
517,500
Footings/Foundations
43000
LS
8
2.34
6.37
344,000
395,600
Reinforcing
43000
LS
1
0.22
0.60
32,250
37,088
Slabs
43000
LS
8
2.34
6.37
344,000
395,600
Walks
6000
LS
6
0.25
0.67
36,000
41,400
HC Concrete Slabs
9000
LS
60
3.68
10.00
540,000
621,000
Stain/Stamped Paving
500
LS
15
0.05
0.14
7,500
8,625
Post Tensioned Court
4000
SF
12
0.33
0.89
48,000
55,200
0.00
0.00
0
0
04
Masonry
2.85
7.73
417,500
480,125
Masonry - exterior
5000
SF
45
1.53
4.17
225,000
258,750
Interior Masonry Walls
4500
SF
40
1.23
3.33
180,000
207,000
Misc. Stone Accents
500
SF
25
0.09
0.23
12,500
14,375
0.00
0.00
0
0
05
Metals
15.64
42.50
2,295,000
2,639,250
Structural Steel
9000
LS
15
0.92
2.50
135,000
155,250
Canopy Construction
3500
EA
80
1.91
5.19
280,000
322,000
PEMB
43000
SF
40
11.72
31.85
1,720,000
1,978,000
Architecural Metal Wall Panel
4000
SF
40
1.09
2.96
160,000
184,000
06
Wood, Plastics, and Composites
5.79
15.74
850,000
977,500
Rough Carpentry
18000
SF
15
1.84
5.00
270,000
310,500
Custom Wood Panel and Trim
1200
SF
50
0.41
1.11
60,000
69,000
Finish Carpentry
18000
SF
20
2.45
6.67
360,000
414,000
Casework
200
LF
800
1.09
2.96
160,000
184,000
07
Thermal and Moisture Protection
3.28
8.92
481,800
554,070
TPO Roofing Metal
3500
LS
20
0.48
1.30
70,000
80,500
Waterproofing
5000
LS
2
0.07
0.19
10,000
11,500
Insulation - Wall
24000
SF
3
0.49
1.33
72,000
82,800
Insulation - Roof
43000
LS
4
1.17
3.19
172,000
197,800
Interior Sound Insulation
9600
SF
3
0.20
0.53
28,800
33,120
Vapor Barrier/Termite Treatment
43000
SF
3
0.88
2.39
129,000
148,350
08
Openings
6.63
18.00
972,000
1,117,800
Aluminum Curtain Wall
16
LS
8,000
0.87
2.37
128,000
147,200
Steel Doors & Frames
30
EA
1,500
0.31
0.83
45,000
51,750
Wood Doors
20
EA
1,200
0.16
0.44
24,000
27,600
Hardware
30
EA
1,000
0.20
0.56
30,000
34,500
Name of Project - date, year - KS - Town
Day of Week, Month, Day, Year Estimated Project Costs
Interior Windows
10
EA
6,000
0.41
1.11
60,000
69,000
Overhead Doors
4
EA
10,000
0.27
0.74
40,000
46,000
Wood Gym Floor/Turf
43000
SF
15
4.40
11.94
645,000
741,750
09
Finishes
4.84
13.15
710,000
816,500
Acoustical Ceilings
12000
SF
6
0.49
1.33
72,000
82,800
Drywall Plaster Framing
11000
SF
25
1.87
5.09
275,000
316,250
Flrg Carpet, Ceramic, VT
14000
SF
11
1.05
2.85
154,000
177,100
Painting
23000
SF
3
0.47
1.28
69,000
79,350
Acoustical Metal Ceilings
8000
SF
15
0.82
2.22
120,000
138,000
Expansion at Trim
1
LS
20,000
0.14
0.37
20,000
23,000
10
Specialties
1.59
4.31
233,000
267,950
Signage Int & Ext
1
LS
25,000
0.17
0.46
25,000
28,750
Toilet Acc. & Partitions
12
EA
1,500
0.12
0.33
18,000
20,700
Railings
600
LF
200
0.82
2.22
120,000
138,000
PB Court Finishing
1
LS
20,000
0.14
0.37
20,000
23,000
Acoustic Treatment
200
EA
250
0.34
0.93
50,000
57,500
11
Equipment
1.88
5.12
276,274
317,715
Concession Equipment allowance
1
LS
16,274
0.11
0.30
16,274
18,715
Gym Equip Goals/VB
12
EA
20,000
1.64
4.44
240,000
276,000
Lockers
80
EA
250
0.14
0.37
20,000
23,000
12
Furnishings
1.16
3.15
170,000
195,500
Furniture
1
LS
75,000
0.51
1.39
75,000
86,250
Window Treatment
20
EA
1,000
0.14
0.37
20,000
23,000
Misc.
1
LS
35,000
0.24
0.65
35,000
40,250
Seating
200
EA
200
0.27
0.74
40,000
46,000
0.00
0.00
0
0
13
Special Construction
6.31
17.15
926,000
1,064,900
Elevator Equipment
1
LS
340,000
2.32
6.30
340,000
391,000
Overhead Track
4200
sf
80
2.29
6.22
336,000
386,400
Indoor/outdoor Playground
1
LS
250,000
1.70
4.63
250,000
287,500
21
Fire Suppression
3.49
9.48
512,000
588,800
Fire Protection
54000
LS
8
2.94
8.00
432,000
496,800
Service Entry
1
LS
80,000
0.55
1.48
80,000
92,000
0.00
0.00
0
0
22
Plumbing
2.42
6.57
355,000
408,250
Plumbing
50
LS
6,000
2.04
5.56
300,000
345,000
Trench and Backfill
1
LS
55,000
0.37
1.02
55,000
63,250
0.00
0.00
0
0
23
HVAC
15.36
41.74
2,254,031
2,592,136
New/Systems & HVAC
54000
SF
40
14.72
40.00
2,160,000
2,484,000
Temperature Control
1
LS
60,607
0.41
1.12
60,607
69,698
Test & Balance
1
LS
8,424
0.06
0.16
8,424
9,688
HVAC Equipment Screening
1
LS
25,000
0.17
0.46
25,000
28,750
0.00
0.00
0
0
0.00
0.00
0
0
26
Electrical
10.22
27.78
1,500,000
1,725,000
Electrical & Lighting
54000
LS
25
9.20
25.00
1,350,000
1,552,500
Switchgear
1
LS
75,000
0.51
1.39
75,000
86,250
Power upgrade
1
LS
75,000
0.51
1.39
75,000
86,250
27
Communications
1.09
2.96
160,000
184,000
Communication cable
1
LS
35,000
0.24
0.65
35,000
40,250
Sound System
1
LS
125,000
0.85
2.31
125,000
143,750
0.00
0.00
0
0
28
Electronic Safety and Security
1.89
5.15
277,934
319,624
Access Control
1
LS
50,000
0.34
0.93
50,000
57,500
Security and Access Control
1
LS
11,934
0.08
0.22
11,934
13,724
Fire Alarm
54000
SF
4
1.47
4.00
216,000
248,400
0.00
0.00
0
0
31
Earthwork
0.89
2.41
130,000
149,500
Excavation and Prep
1
LS
55,000
0.37
1.02
55,000
63,250
Landscaping
1
LS
75,000
0.51
1.39
75,000
86,250
0.00
0.00
0
0
32
Misc. Items
0.17
0.46
25,000
28,750
Golf Simulator
1
LS
20,000
0.14
0.37
20,000
23,000
Trash Enclosure
1
LS
5,000
0.03
0.09
5,000
5,750
Day of Week, Month, Day, Year Estimated Project Costs
not used
1
LS
0
0.00
0.00
0
0
0.00
0.00
0
0
0.00
0.00
0
0
Total Building Costs
100.00
271.68
14,670,686
16,871,289
Total Non-Building Costs
3,185,000
3,662,750
Total Project Costs
--
--
17,855,686
20,534,039
