Bruce Boehl, Todd Clementoni, Chris Hollen, Kellen Hurst - PowerPoint PPT Presentation

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Bruce Boehl, Todd Clementoni, Chris Hollen, Kellen Hurst

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ROCKVILLE REDEVELOPMENT SHOPPING MALL PROJECT. Rockville. Terre Haute. Indianapolis ... a vibrant, family-friendly 12-14 store shopping mall (shown in center figure) ... – PowerPoint PPT presentation

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Title: Bruce Boehl, Todd Clementoni, Chris Hollen, Kellen Hurst


1
ROCKVILLE REDEVELOPMENT SHOPPING MALL PROJECT
Bruce Boehl, Todd Clementoni, Chris Hollen,
Kellen Hurst
Rose-Hulman Civil Engineering Department
Stormwater Design Goal Effectively and
efficiently manage stormwater runoff generated
from all roof and paved surfaces Solution
Designed a 5-inlet stormwater management system
consisting of 330 ft. of 14-inch PVC pipe and 290
ft. of 10-inch PVC pipe to adequately support the
11 cfs runoff flow from the site associated with
a 10-year, 5-minute design storm, producing a
time of concentration of 3.83 minutes
Background Location Rockville, Indiana - a
small community in the heart of Parke
County Importance Residents must travel over 30
miles to Terre Haute or Indianapolis for shopping
needs
Site Design Goal Maximize size and number of
stores on the 2.25 acre site Solution A single
260 ft. x 60 ft., 12 store, wood-framed shopping
mall accompanied by an 87-space parking lot and
30 ft. wide loading area that all meet
requirements set forth by the local municipal code
Rockville
Sanitary Sewer Design Goal Effectively and
efficiently manage all sanitary wastewater on
site Solution Designed 275 ft. of 6-inch PVC
pipe to support an average daily wastewater flow
of 2450 gpd, a peak daily wastewater flow of 9800
gpd, and an average flow velocity of 6.63 fps to
connect the sanitary wastewater from the building
to the surrounding system
Indianapolis
Site
Terre Haute
Solution Redevelop the site of an existing
dilapidated garage/gas station (shown in photo
below) into a vibrant, family-friendly 12-14
store shopping mall (shown in center
figure) Client Trigent Development, LLC
Foundation Design Goal Adequately design a
foundation to support all loads applied to the
structure Solution Designed a 3 foot deep by 2
feet wide continuous footing resting on a silty
clay loam soil type with an overconsolidation
ratio of 11.5 kips/sf to support the applied dead
and live loads of approximately 1.72 kips/ft
Construction Cost Schedule Goal Efficiently
estimate the construction cost and schedule in an
effort to minimize both quantities Solution
Estimated a total cost of roughly 950,000
excluding store-specific interior design costs,
that would take approximately 120 work days to
complete, based on 5 major construction phases
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