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<br />...... ~.. . <br /> <br />. I <br />.- <br /> <br />"'7 <br />-- <br /> <br />~: <br /> <br />r: <br /> <br />r <br /> <br />!' <br /> <br />TABLE 1 <br />NEW BRIGHTON CONDOMINIUM PROJECT TRIP GENERATION (TRIPS/UNIT) <br /> <br /> DIRECTION <br />TIME IN OUT TOTAL <br /> TRIP/DU - TRIPS <br /> TRIPS <br /> .'" ~ "'-,",":'-'; ~ <br /> 0.1 0.4 33 " '41 <br />AM Peak Hour 8 <br />PM Peak Hour 0.4 33 0.2 16 49 <br />24 Hour 2.7 221 2.7 221 - 442 <br /> <br /> <br />The maximum hourly volume on both driveways serving the site is 33 vehicles per <br />hour outbound in the AM and outbound in the PM. The 33 V PH can be compared to <br />the 1,600-1,800 V PH anticipated on Silver Lake Road in the early 19~0Is. <br /> <br />DIRECTION OF APPROACH <br /> <br />Because the total volumes are so low, a detailed analysis of trips per hour by <br />direction is not warranted. In the event the city desires such information, the <br />foIlowing estimates were prepared: <br /> <br />DIRECTION OF APPROACH <br /> <br />North - 60% <br />East - 1096 <br />South - 15% <br />West - 15% <br /> <br />The heavy orientation to the north is due to assumed use of the 1-694 and 1-35W <br />intercha~ges by site residents. <br /> <br />The resultant assigned site volumes are: <br /> <br />TRIPS <br /> <br />Out <br /> <br />Direction <br /> <br />In <br />5/20/133 <br />1/3/22 <br />1/5/33 <br />1/5/33 <br /> <br />20/10/33 <br />3/2/22 <br />5/2/33 <br />. 5/2/33 <br /> <br />N <br />E <br />S <br />W <br /> <br />00/00/000 <br />AM PEAK/PM Peak/24 Hour <br /> <br />r . ~ <br /> <br />\_,;' <br /> <br />---- ---'- - <br />. - ~ -~,...'-. <br /> <br />'.. -:-.:-:; :"~-~-~..-- -'--.'." <br />