rfp09498 p2 pres_t05
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PURDUE UNIVERSITY BASEBALL FACILITY
Phase 2: Design-Build Response
CE 498 -Senior Design - 2009
Team 5
Virtual Tour
2
ENGINEERING TEAM
PROJECT MANAGER: Alice Madjani
TRANSPORTATION ENGINEER: Eric Hulme
STRUCTURAL ENGINEER: Matt Murray
ENVIRONMENTAL ENGINEER: Mike Broyles
STRUCTURAL ENGINEER: Ryan Laughlin
Introduction
Facility
Drainage
Structural
Construction
LEEDAccess
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Presentation Overview
Baseball FacilitySoccer FacilitySite LayoutDrainage
Site AccessStructural AspectsLEED CredentialsConstruction and
Cost
Introduction
Facility
Drainage
Structural
Construction
LEEDAccess
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Time for a New FacilityOther Big Ten Facilities
Current Purdue Facility
Introduction
Facility
Drainage
Structural
Construction
LEEDAccess
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The Facility
Introduction
Facility
Drainage
Structural
Construction
LEEDAccess
1,800 Permanent Seats2 Green SpacesState of the art Press
BoxHigh Definition Lighting
Grass Berme SeatingHome & Away LockersIndoor Batting CagesUnique Architecture
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Soccer FacilityContinue using the eastern
field for competitionOption of using the west
field for a future men’s team
Expanded SeatingSupport Facilities
Concessions StandRestroomsLocker Room
H.D. LightingOpportunities to share
facilities
Introduction
Facility
Drainage
Structural
Construction
LEEDAccess
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Facility Location
Introduction
Facility
Drainage
Structural
Construction
LEEDAccess
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Drainage and GradingStorm Water Management Overview
Stream running through the center of the siteDetention Basin on the west end of the siteDrainage system for the baseball field
Grading SummaryBuildings are elevated 1-2 ft to prevent
infiltration during heavy storms.The stream is the low point of the site, allowing
the site to drain to it.
Introduction
Facility
Drainage
Structural
Construction
LEEDAccess
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Stream DesignTrapezoidal Channel
Designed for 100-year, 12 hour duration rain event4:1 side slopes for stabilityLined with cobbles to prevent erosionSide slopes lined with native grasses
Prevent erosion Remove sediment (TSS) and nutrients from runoff
3 connected sectionsConnector from east drainage basin to the siteEast Channel (about 1/2 of developed site
drainage)West Channel (all of developed site drainage)
Introduction
Facility
Drainage
Structural
Construction
LEEDAccess
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Stream DimensionsConnector from east drainage
basinDepth: 3 ftBottom Width: 2 ftTop Width: 10 ft
East ChannelDepth: 4 ftBottom Width: 1 ftTop Width: 33 ft
West ChannelDepth: 4 ftBottom Width: 6 ftTop Width: 38 ft
Introduction
Facility
Drainage
Structural
Construction
LEEDAccess
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Stream Layout
Introduction
Facility
Drainage
Structural
Construction
LEEDAccess
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Steam Cross Section
Introduction
Facility
Drainage
Structural
Construction
LEEDAccess
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Detention Basin DesignDesign storm: 100-year, 12 hr duration rain
eventRequired Storage Volume: 16.64 acre-ftDesign Characteristics
Overflow weir: 45 ft wide x 1 ft high4 outflow pipes
2 – 12” diameter pipes at invert elevation of 670.1 ft
2 – 15” diameter pipes at invert elevation of 672.2 ft
Depth of 8 feet and bottom elevation of 667.4 ft
Top elevation of 675.4 ft
Introduction
Facility
Drainage
Structural
Construction
LEEDAccess
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Baseball Field DrainageHydraway 2000 drainage system
Geotextile drainage mat 12” wide x 1” thick Strong, able to withstand heavy loading
Placed every 20 feetDrain to a central drainage pipeInstallation
After field is graded appropriately Smaller trencher creates a 6” wide x 12” deep Backfill with granular fill to promote drainage
Introduction
Facility
Drainage
Structural
Construction
LEEDAccess
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Baseball Field Drainage Layout
• Blue Lines = Hydraway 2000 Mats
• Pink Line = Central Drainage Collector
Source: Hydraway website
Introduction
Facility
Drainage
Structural
Construction
LEEDAccess
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Pavement Systems
Surface AsphaltBinder Asphalt
Type #53Sub-base
1 ½ inch
4 ½ inch
8 inch
Surface AsphaltBinder Asphalt
Type #53 Sub-base
1 ½ inch
3 inch
8 inch
Concrete
Type #53Sub-base
6 inch
8 inch
Pervious Concrete
Sand
Type #53Sub-base
9 inch
2 inch
9 inch
Introduction
Facility
Drainage
Structural
Construction
LEEDAccess
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Pedestrian AccessUpper Pedestrian
Corridor
Lower Pedestrian Corridor
Central Pathway
Eastern Pathway
Western Pathway
Bike Path Extension
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Site Access: Existing Traffic Volumes
LOS ANALYSIS
McCormick & Cherry (AWSC) A.M. Peak Hour:
LOS E 41 sec Delay
McCormick & Tennis Center (TWSC) A.M. Peak Hour:
LOS B 15 sec Delay
P.M. Peak Hour:
• LOS F • 330 sec Delay
– P.M. Peak Hour:
• LOS C• 18 sec Delay
Introduction
Facility
Drainage
Structural
Construction
LEEDAccess
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Site Access: 2010 Background Volumes
LOS ANALYSIS
McCormick & Cherry (AWSC) A.M. Peak Hour:
• LOS F• 95 sec Delay
McCormick & Tennis Center (TWSC) A.M. Peak Hour:
• LOS C• 16 sec Delay
P.M. Peak Hour:
• LOS F • 492 sec Delay
P.M. Peak Hour:
• LOS C• 20 sec Delay
Introduction
Facility
Drainage
Structural
Construction
LEEDAccess
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Site Access: 2010 Total Volumes
LOS ANALYSIS
McCormick & Cherry (RDBT) A.M. Peak Hour:
• LOS C• 18 sec Delay
McCormick & Tennis Center (TWSC) A.M. Peak Hour:
• LOS C• 17 sec Delay
McCormick & Perimeter Pkwy (TWSC) A.M. Peak Hour:
• LOS A• 0 sec Delay
P.M. Peak Hour:
• LOS C • 19 sec Delay
P.M. Peak Hour:
• LOS C• 21 sec Delay
P.M. Peak Hour:
• LOS A• 0 sec Delay
Introduction
Facility
Drainage
Structural
Construction
LEEDAccess
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Traffic Maintenance PlanConstruction Access
Baseball Stadium: Proposed AlignmentPerimeter ParkwaySoccer Stadium: Existing gravel access north of Tennis parking
Lot
McCormick Road ImprovementsLong-Term Stationary Work Zone
Work Zone Type Intermittent Closure (off-peak hours only) Use of shoulder
Construction Phasing Reconstruction by Halves (sides)
Work Zone Speed limit: 40 mph
As prescribed by INDOT Design Manual, Part VII - Work Zone Traffic Control
Introduction
Facility
Drainage
Structural
Construction
LEEDAccess
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Live Load 60.0 psf for stadium seating 50.0 psf for rooms 20.0 psf roof live load 0.54 psf live load reduction
factor
Seismic Load 60 kip base shear Lateral Loads
First Story = 17.4 kip Second Story = 21.0 kip Third Story = 21.6 kip
Dead Load 63.0 psf roof load 74.0 psf for other floors
Wind Load 10.7 psf lateral load 13.4 psf uplift
Environmental Load 22.0 psf snow load 11.9 psf ice load
Structural Design: Loads
Introduction
Facility
Drainage
Structural
Construction
LEEDAccess
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SAP2000 AnalysisPlacing columns & beamsModel of main stadium
structureApplication of loadsComputer analysis
Approximate AnalysisAxial forces in columns of
the critical sectionPortal method for lateral
load
Structural Design: Stadium Frame Analysis
Introduction
Facility
Drainage
Structural
Construction
LEEDAccess
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Structural Design: Sizing Stadium Components
First Floor Column Sizes
First Floor Beam Sizes
Introduction
Facility
Drainage
Structural
Construction
LEEDAccess
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Structural Design: Sizing Stadium Components
4” concrete decking 18K5 joists spaced at 5’ for third story 12K3 joists spaced at 5’ for lower stories
Additional Structural Components:
Introduction
Facility
Drainage
Structural
Construction
LEEDAccess
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Structural Design: Concrete Stadium Seating
Seating Structure: Reinforced
ConcreteBeams,
Girders, Columns
Masonry on Backstop
Introduction
Facility
Drainage
Structural
Construction
LEEDAccess
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Structural Design: Concrete Stadium Seating
Design: Isolate Beams, Girders, and Columns
Assume no moment TransferReduction to a
determinate structure
Load Path for Structure
Beams
24 ft spanSimply supported2.5 ft widePCI Design
Handbook
Load Path
Introduction
Facility
Drainage
Structural
Construction
LEEDAccess
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29.5 ft spanSimply supportedApply distributed
beam loadsNeglect compressionFlexure controlsPCI Design Handbook
Structural Design: Concrete Stadium Seating
Design: Isolate beams, Girders, and Columns
Assume no moment Transfer
Reduction to a determinate structure
Girders
Introduction
Facility
Drainage
Structural
Construction
LEEDAccess
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No moments – No interaction diagrams
Tributary area of girders for total loads
Detail the section – Check strength
PCI Design Handbook
Design: Isolate beams, Girders, and Columns
Assume no moment Transfer
Reduction to a determinate structure
Columns
Introduction
Facility
Drainage
Structural
Construction
LEEDAccess
Structural Design: Concrete Stadium Seating
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Complicated Moment Resistant FrameTruss remove
indeterminacyConsider tributary
areaApply joint loadsJoint analysis
member forcesCheck Stresses
Reality
Model
Introduction
Facility
Drainage
Structural
Construction
LEEDAccess
Structural Design: Awning Support Structure
Support Section
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Foundation DesignSoil Capacity
Gross soil bearing capacity of 6,400 psf
2,000 psf net allowable bearing pressure used in design
Shallow Foundations Combined Footings
3 columns per footing Eleven 5-ft x 35-ft
reinforced concrete footings
Design Considerations Soil bearing capacity Immediate settlement Consolidation settlement
Introduction
Facility
Drainage
Structural
Construction
LEEDAccess
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L.E.E.D.LEED Certification and Benefits
CE 498 Ratings
LEED Rating PointsCertified 14-17
Silver 18-20Gold 21-27
Platinum 28-37
Introduction
Facility
Drainage
Structural
Construction
LEEDAccess
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L.E.E.DLEED Reviews
Reviewer 1: 12 points - not certifiedReviewer 2: 17 points - LEED Certified
LEED re-submittalsRequesting Silver certificationSubmitted documents (22 points)
Sustainable Site Credits: 10 Water Efficiency Credits: 4 Materials and Resources Credits: 6 Innovation & Design Process Credits: 2
Gold Certification Potential
Introduction
Facility
Drainage
Structural
Construction
LEEDAccess
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Project ControlsProject Organization/communication
Design-Build firm advantagesSite ManagementLines of communication
Introduction
Facility
Drainage
Structural
Construction
LEEDAccess
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Quality, Materials and SafetyQuality
ZEAL’s Quality Control and Quality Assurance Manual Monitoring of all products, materials, and work Inspections
MaterialBuilding : Steel framing, reinforced concrete, masonryParking lot: Pervious concreteAccess road: Asphalt pavement
SafetyZEAL’s Safety ManagerSubcontractor’s safety requirements
Introduction
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Construction
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Cost EstimatePrice Proposal
Schedule of valuesRequest for payment due the 1st of every month and
payment received by the 15th of the next month5% retainage on all payments
PRICE PROPOSAL
Basic Facility Proposal Price $6,458,182
Optional Facilities Proposal Price $3,160,805
Parking and Transportation Facility Proposal price $3,545,865
Total Project Price Proposal $13,164,853
Introduction
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Drainage
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Construction
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Cost EstimateBasic Facility
CSI division Total CostDirect cost
Division 3 - Concrete $433,181Division 4 - Masonry $180,063Division 5 -Metals $483,996Division 7 -Thermal & Moisture protection $62,603Division 8 - Openings $28,930Division 9 - Finishes $308,803Division 10 - Specialties $41,392Division 11 - Equipments $133,642Division 31 - Earthwork $213,827Division 32 - Exterior Improvement $828,657Division 33 - Utilities $1,993,004Total Direct Cost $4,708,098
Indirect Cost Fees $1,155,338Insurance $245,002Allowance $1,131,676Total indirect Cost $2,532,016
Total Facility cost (89.2% reduction factor) $6,458,182
Introduction
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Construction
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Cost EstimateParking and Transportation Facility
CSI division Total CostDirect cost
Division 31 - Earthwork $144,271.58Division 32 - Exterior Improvement $2,320,927.91Division 33 - Utilities $275,384.21Total Direct Cost $2,740,583.70
Indirect Cost Fees $426,129Insurance $143,881Allowance $664,592Total indirect Cost $1,234,602 Total Facility cost (89.2% reduction factor) $3,545,865
Introduction
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Construction
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Cost EstimateOptional Facility
Direct cost Total CostSoccer $664,047Seat expansion $105,000Other Roadways and parking facility $1,666,245Total Direct cost $2,435,292
Indirect Cost Fees $389,800Insurance $127,853Allowance $590,558Total indirect Cost $1,108,211 Total Facility cost (89.2% reduction factor) $3,160,805
Introduction
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Construction
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Project ScheduleProject duration: 462 days; ~ 20 monthsDesign schedule
Conceptual Design: Jan 13,09 –May 5, 09Final Design: May 1, 09 – Aug 12, 09
Construction scheduleSite preparation and mobilization: Aug 3, 09Construction starts: Aug 17, 09 Scheduled completion date: Oct 20, 2010Latest construction completion date : Nov 30, 2010
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Construction Scheduling
Introduction
Facility
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Construction
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Summary
Purdue’s needBaseball FacilitySoccer FacilityDrainageSite AccessStructural AspectsLEED CredentialsConstruction and Cost
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Questions!
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References Ashley, Erin. "Using Pervious Concrete to achieve LEED credits." 2008.
Pervious Concrete Pavement. 02 February 2009 <http://www.perviouspavement.org/benefits_LEEDcredit.htm>.
B4UBUILD. A Sample Residential Construction Schedule. 1998 - 2008. 19 February 2009 <http://www.b4ubuild.com/resources/schedule/6kproj.shtml>.
CE 498 - CE Design Project. January 2009. 02 February 2009 <https://engineering.purdue.edu/Courses/CE498>.
Corporation, The Schneider. "Storm Water Analysis." 2007. Google. Google Earth. West Lafayette, February 2009. Hydraway Drainage Systems. “Hydraway 2000.” 2007.
<http://www.hydraway.net/hydraway_2000.php> HNTB. Purdue University - Athletic Facilities Master Plan. Conceptual master
plan. Indianapolis: HNTB, 2007. J&M Equipment Specialist & Salvage Recovery. 2008. 2 February 2009
<jmequipmentspecialist.com/id7.html>. Michigan, University of. Michigan Go Blue. February 2009. February 2009
<http://www.mgoblue.com/facilities/article.aspx?id=28646#>.
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References cont’d Microsoft. Live Search Maps. February 2009. February 2009
<http://maps.live.com/>. Office of the University Architect. "Consultant's Handbook." 2006. Office of
University Architect. 20 January 2009 <http://www.purdue.edu/architect/resources/handbook/index.html>.
Qualite. Design Soccer. 2008. 12 February 2009 <http://www.qualite.com/DesignSoccer.html>.
RS Means. Building Construction Cost Data. Kingston, MA: R.S. Means Company, 2009.
The Schneider Corporation. "Report of Geotechnical Engineering Study." 2008.
The Schneider Corporation. "Storm Water Analysis." 2007. U.S. Fish and Wildlife Service. "Viewing Wetland with Google Earth (Plug-in for
Google Earth)." July 2008. U.S. Green Building Council. New Construction Version 2.2 Reference Guide.
Washington, DC: U.S. Green Building Council, 2006. US Green Building Council. 2009. 20 January 2009 <http://www.usgbc.org/>.