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Environmental Education

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POSITIVE<br />

PHOTO BY DAMON DESSERT ROOF<br />

BI DESIGN<br />

This half-on-roof,<br />

half-on-grade<br />

NCAA-regulation<br />

lacrosse/field hockey field<br />

at Providence College<br />

won an award for its<br />

engineering.<br />

was made to grade the higher<br />

end of the site, construct a<br />

multilevel parking garage and<br />

span the field from grade to<br />

the garage rooftop.<br />

Adding a field alters the<br />

typical design of a parking<br />

CIRCLE 39 ON REPLY CARD<br />

54 ATHLETIC BUSINESS APRIL 2008 ATHLETICBUSINESS.COM<br />

structure, notes Geoff Adams,<br />

a principal with Stantec Inc.’s<br />

San Francisco office, designer<br />

of Berkeley’s Underhill parking<br />

structure. Specifically, rainwater<br />

is almost universally<br />

drained from field-less<br />

parking structures toward<br />

the middle of the concrete<br />

slab, whereas those with<br />

fields must be slightly crowned<br />

so water flows away from<br />

the center. What made the<br />

Providence project tricky,<br />

says Richard Croswell, a<br />

senior structural engineer<br />

and principal with SMMA,<br />

was that the different subbases<br />

used at each end of the<br />

parking structure (concrete<br />

and native soils) required<br />

different approaches to<br />

solve drainage and settlement<br />

issues, while at the same time<br />

care had to be taken to make<br />

field performance uniform.<br />

The design team’s solution<br />

was a perimeter trench drain<br />

system that was utilized in<br />

conjunction with a series of<br />

perforated panel drains that<br />

together allow water both to<br />

drain through and run off the<br />

surface. The focal point of<br />

the designers’ efforts, however,<br />

was the transition zone<br />

where the parking structure<br />

ends and the graded portion<br />

of the field begins. At the<br />

midpoint of the field, where<br />

the waterproofed basement<br />

wall signals the structure’s<br />

terminus, three feet of superporous<br />

drainage material was<br />

added to the base of the wall,<br />

and a heavily reinforced,<br />

hinged concrete slab was<br />

poured along the top of the<br />

wall that extended 15 feet<br />

over the compacted soil and

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