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<br />Average weekday 51.80 trips per acre, 50% entering, ~O% exiting
<br />AM peak hour of adjacent street traffic, 7.51 per acre, 83 % enter, 17% exit
<br />PM peak hour of adjacent street traffic, 7.Z6 per acre, no directional split
<br />
<br />= 232 daily trips
<br />= 34 AM trips
<br />= 32 PM trips
<br />
<br />>:..
<br />
<br />NET NEW TRIPS..... ................... = 2,995 daily trips
<br />241 AM peak
<br />= 484 PM peak
<br />
<br />The ~emainder of the 9.05 acre site north-of 8th Avenue, less the 4.47 acres described above, less 0.40
<br />acres for reconstructing Ferry Street (yields 4.18 acres or 182,080 sq. ft.), is currently zoned 1-3. If this
<br />area were re-zoned to permit a greater mix of uses, it could provide about a 60,000 sq. ft. footprint (likely
<br />~ two or three separate buildings) for ground floor commercial or services related use. A second story
<br />could provide a slightly sma~ler qUantity (perhaps 50,000 sq. ft.) of office or residential uses above the
<br />commercial/retail. The trip generation for such a parcel with those uses, would be anticipated to be:
<br />
<br />Assuming a second floor on these two buildings would provide Gel;1eral Office Uses, 40,000 sq. feet of
<br />ITE Land Use 710 (General Office Building) .
<br />Average weekday 11.01 trip~ per 1,000 s.f. gfa, 50% entering, 50% exiting
<br />AM pea1chour of adj. 81. or generator, 1.56/kgfa, 88% entering, 12% exiting
<br />PM peak hour of adj. St. or generator, 1.49/kgfa, 17% entering, 83% exiting'
<br />
<br />Assuming the remaining 10,000 sq. ft. of second story use is residential, ITE Land Use 220 (Apartment),
<br />about 15 dwelling tmits, ,
<br />Average weekday 6.63 trips per dwelling unit, 50% entering, 50% exiting
<br />AM peak hour of adjacent street traffic, O.51/du, 16% entering, 84% exiting
<br />PM peak hour of adjacent street traffic, O.62/du, 67% entering, 33% exiting
<br />
<br />CommerciallRetail Ground floor uses:
<br />
<br />Specialty Retail (ITE Land Use 814), 20,000 sq. ft. gla
<br />Average weekday 40.671rips per 1,000 s.f. gla, 50% entering, 50% exiting
<br />AM peak hour of generator, 6.41 per kgla, 48% entering, 52% exiting
<br />PM peak hour of generator, 4.93 per kgla, 57% entering, 43% exiting
<br />
<br />High-Turnover (sit-down) Restaurant (ITE L~d Use' 832), 10,000 sq. ft. gfa
<br />,Average weekday 130.34 trips per 1,000 s.f. gfa, 50% entering, 50% exiting
<br />, AM pe~ hour of adjacent street, 9.27/kgfa , 52% entering, 48% exiting
<br />PM peak hout of.adjacent street, lO.86/kgfa, 60% entering, 40% exiting
<br />
<br />Health Club CITE Land Use 493), 30,000 sq. it gfa
<br />No computation shown for daily trip generation - estimated daily trips
<br />AM peak hour of Adjacent street 1raffic, O.30/kgfa, 46% entering, 54% exiting
<br />PM peak hour of Adjacent street 1raffic, 4.30/kgf~, 61 % entering, 39% exiting
<br />
<br />= 813 daily trips
<br />= 128 AM peak trips
<br />= 99 PM peak trips
<br />
<br />= 1,303 daily trips
<br />= 93 AM peak trips '
<br />= 109 PM peak trips
<br />
<br />= 324 daily 1I?-ps
<br />9 AM peak trips'
<br />= 129 PM peak trips
<br />
<br />= 440 daily trips'
<br />62 AM peak ~p&
<br />60 PM peak trips
<br />
<br />=
<br />
<br />=
<br />
<br />=
<br />
<br />99 ~y trips
<br />4 AM 'peale trips
<br />9 PM peak trips
<br />
<br />=
<br />
<br />=
<br />
<br />So the total of projected trips would = 2,979 daily trips
<br />= 296 AM trips
<br />= 406 PM trips
<br />
<br />City Council Agenda page 184
<br />Page 2 ofS
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