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Lancer Parking Structure Conceptual Design
CLIENT: Mr. Steve Smith, CBU
TECHNICAL CONSULTANTS
Ms. Kristen Brown, Rick Engineering,
Mr. Don Marks, ipd-global,
Dr. Jong-Wha Bai, CBU-College of Engineering
-Alejandra Gastelum, -Danielle Lynch, -Manzi Dusabimana, -Suhail Farah
EGR 401
CAPSTONE DESIGN
The team proposed the construction of a parking structure
on campus, and offered to do the design.
Width: 249 ft
Area:132468 S.F. =3.04 Acres2 Customer needs analysis methods:
-Meetings with client
-Research (Online,Tour of a parking structure)
The client’s proposed needs in the
project:
❏ 2,200 parking spots
❏ Make a statement from the 91 freeway
❏ Relocate cell towers
❏ Demolish/ relocate church
❏ 3.04 acre site Length: 532 ft
Cast-in-place concrete allows for the structure to
be built as a single unit.
● —No leaks, better drainage
● —Lower maintenance
● —Wider spans allows for better lighting, less joints
● —Higher cost to construct
● —Longer construction time
Comparison of Alternatives for construction
Materials.
Three selected alternatives for
the internal configuration...
This Double Ramp alternative utilizes the length of
the site and provides roughly 440 spots per level
Compact Spots
Ramp
Elevator(s) Electric Vehicle Charging Station
Handicap Parking
----------Diana----------
There are both advantages and disadvantages to
this alternative.
•Flexible with the entrance and exit locations
•Large number of parking spots per level
2200 / 440 = 5 Levels
•Solar panels on the roof
• Congestion on the ramps
• Cross-traffic
5 Level Side By Side Parking Ramp System in
shown in the following pictures.
Slope for Parking: No greater
than 5% Max.
-Two-way Circulation System
-Side-by-side ramps
Here are some of the calculations derived for a
Five Level Side-by-Side design
Here is a top view of the first floor.
Ramp
Elevator
exit
Entrance
-90 Degrees, Cars can park in
any direction.
-Easier traffic flow throughout
the structure.
-Less safe
Handicap
Parking
D
i
a
n
a
A
v
e
n
u
e
Camel-Back configuration
Below are some of the calculations derived
for this design.
1.
2.
3.
4.
● 45 degree parking spots on the perimeter
● 90 Degree parking spots in the middle
● One-way Exits and Entrances
● 450 Spots per level
Below is a rough Sketch of the Parking layouts for
each level, advantages and disadvantages.
● Reduced potential for collisions
● 50 Extra parking spots
● Flexible Layout
● Smooth traffic flow(Few Left-Turns)
● Long drives from upper levels to the entrances
Comparing the alternatives for internal
configurations.
Camelback Double Ramp Bay Side by Side
Number Spots 5 +0 -1
Traffic Flow 4 -1 +0
Safety 4 +0 -1
Travel Time between levels 2 +2 +2
User Friendly 3 +1 +1
Total 0 +2 +1
RS-Means Cost Estimation
Precast with Reinforced Concrete frames
Pre-Cast concrete with Steel Frames
RS-Means Cost Estimation
Reinforced Concrete and Reinforced Frames
Reinforced Concrete and Steel Frames
A quick overview of the structure
QUESTIONS?

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Final conceptual design client

  • 1. Lancer Parking Structure Conceptual Design CLIENT: Mr. Steve Smith, CBU TECHNICAL CONSULTANTS Ms. Kristen Brown, Rick Engineering, Mr. Don Marks, ipd-global, Dr. Jong-Wha Bai, CBU-College of Engineering -Alejandra Gastelum, -Danielle Lynch, -Manzi Dusabimana, -Suhail Farah EGR 401 CAPSTONE DESIGN
  • 2. The team proposed the construction of a parking structure on campus, and offered to do the design. Width: 249 ft Area:132468 S.F. =3.04 Acres2 Customer needs analysis methods: -Meetings with client -Research (Online,Tour of a parking structure) The client’s proposed needs in the project: ❏ 2,200 parking spots ❏ Make a statement from the 91 freeway ❏ Relocate cell towers ❏ Demolish/ relocate church ❏ 3.04 acre site Length: 532 ft
  • 3. Cast-in-place concrete allows for the structure to be built as a single unit. ● —No leaks, better drainage ● —Lower maintenance ● —Wider spans allows for better lighting, less joints ● —Higher cost to construct ● —Longer construction time
  • 4. Comparison of Alternatives for construction Materials. Three selected alternatives for the internal configuration...
  • 5. This Double Ramp alternative utilizes the length of the site and provides roughly 440 spots per level Compact Spots Ramp Elevator(s) Electric Vehicle Charging Station Handicap Parking ----------Diana----------
  • 6. There are both advantages and disadvantages to this alternative. •Flexible with the entrance and exit locations •Large number of parking spots per level 2200 / 440 = 5 Levels •Solar panels on the roof • Congestion on the ramps • Cross-traffic
  • 7. 5 Level Side By Side Parking Ramp System in shown in the following pictures. Slope for Parking: No greater than 5% Max. -Two-way Circulation System -Side-by-side ramps
  • 8. Here are some of the calculations derived for a Five Level Side-by-Side design
  • 9. Here is a top view of the first floor. Ramp Elevator exit Entrance -90 Degrees, Cars can park in any direction. -Easier traffic flow throughout the structure. -Less safe Handicap Parking D i a n a A v e n u e
  • 11. Below are some of the calculations derived for this design. 1. 2. 3. 4. ● 45 degree parking spots on the perimeter ● 90 Degree parking spots in the middle ● One-way Exits and Entrances ● 450 Spots per level
  • 12. Below is a rough Sketch of the Parking layouts for each level, advantages and disadvantages. ● Reduced potential for collisions ● 50 Extra parking spots ● Flexible Layout ● Smooth traffic flow(Few Left-Turns) ● Long drives from upper levels to the entrances
  • 13. Comparing the alternatives for internal configurations. Camelback Double Ramp Bay Side by Side Number Spots 5 +0 -1 Traffic Flow 4 -1 +0 Safety 4 +0 -1 Travel Time between levels 2 +2 +2 User Friendly 3 +1 +1 Total 0 +2 +1
  • 14. RS-Means Cost Estimation Precast with Reinforced Concrete frames Pre-Cast concrete with Steel Frames
  • 15. RS-Means Cost Estimation Reinforced Concrete and Reinforced Frames Reinforced Concrete and Steel Frames
  • 16. A quick overview of the structure