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4 , . <br />Chris Seigle I <br />October 279 1988 <br />Page 2 <br />Lexington Avenue and <br />o <br />The project site plan shows access driveways along is considered <br />The construction of two access driveways <br />The access <br />Grandview Avenue• given the type of development proposed. <br />to be advantageous, g t e that it would tend to increase <br />driveway to Grandview has the disadvar, ag <br />traffic along a resid enti al street. I ', is estimated that traffic <br />projeotl site, <br />increase by as mu-ch as 20 percent al�jn9s�rofdihewproJect driveway to <br />if no restrictio,is were placed on he u <br />School, Inc. has indicated that restrictions <br />along <br />woulde <br />Grandview. Braiford in order to minimize traffic inc <br />placed on this driveway <br />Grandview. <br />project will preclude the possibility of extending <br />a The construction of the xTherefore, this is <br />Lovell Avenue west <br />to Lexington Avenue. This roadway extension is no con- <br />sidered necessary to serve traffic demands in the area. <br />not considered to <br />be an issue in the traffic impact analysis of the pro- <br />ject. <br />TRAFFIC GENERATION <br />n of the project is shown in Exhibit 3. A total <br />site <br />The estimated traffic generation is of the project's <br />of 769 daily and 68 PM peak hour trips are expected to oc us at the project <br />11 devel opni 2nt • Traffic generation was based o Y <br />the <br />at fu ffic taunts of similar facilities pub�OnheStbimates <br />characteristics as well as tra 1/ Ttie traffic gQ1 e a potential <br />Institute of Trdnsportatron Er1onservativeEin order to ensure that any p <br />were intended to be somewhat co <br />traffic problems were not overlooked. counts of small colleges. <br />Traffic g <br />enerat i on f or the co i 1 cage was based b'r studen students and staff members. It <br />The grip generation rate includes trips ilia Y are expected to <br />also includes the assume <br />tia►r that students living on -site willwalkto the <br />PM to 3 Pt�1. The PM peak hour shower , i O <br />The peak periods of traffic. generation far the college 3 <br />school. t ically 4.30 to a. <br />occur at approx itriatelY R A�1 to 9 At�i and <br />Exhibit. 3 <br />is the P14 peak hour of adjacent street. traffic, Yp <br />Pt•1. <br />Traffic genEof <br />.ratio <br />n for tiie residential units was based <br />tiles lumberllof Parking <br />that each unit will acc4rrvnodate ergirusinudeits. <br />tirultipie�..f��trrily residential devel�t�+�ents, aeeor ing .l housing, spaces provided. It is expectedfor <br />not a typical 1 iviny arrange�ae"rt iirener patioo wort the number of <br />Since this is o sate to base ie traffic9 <br />was not considered app ' p � i dents , Parking spaces were used as tl�ebvehicles the <br />units or the number of res <br />. rreratian, since it would be reasonable to assume that <br />traffic is ge <br />f Transportation Engineers, 19$7 <br />1/ Trip Generation, 401 Edition, institute o <br />