Penn's Landing Feasibility Study Presentation

Page 16

+30.0 existing

FRONT STREET

65’

+36.3 existing +29.9 proposed section

+8

+5

I-95

COLUMBUS BLVD

225’

135’

360’ UPPER PARK

+9

200’

-2 HIGH TIDE -8 LOW TIDE

285’ 485’ TILTED PARK

CHESTNUT STREET - SECTION +31.6 existing +32.3 proposed section +21.0 existing

FRONT STREET

-2

+32.2 existing +31.9 proposed section

+8

I-95

COLUMBUS BLVD

230’

130’

360’ UPPER PARK

+9

-2 HIGH TIDE -8 LOW TIDE

485’ TILTED PARK

WALNUT STREET - SECTION SECTIONS

PENN’S LANDING

HARGREAVES ASSOCIATES / FXFOWLE / KS ENGINEERS / JMT ENGINEERS / GUY NORDENSON & ASSOCIATES / HR&A ADVISORS / RBA GROUP / BECKER & FRONDORF / THE DELAWARE RIVER WATERFRONT CORPORATION

ll 25 APRIL 2014


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