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Aprtlll-9i O9m53� Howard Sh�ldon 1-��4-�79-661� Pa01 <br />,,,t <br />� Planning C�mrr►issi�n <br />4°i1-97: O'A�eii Prop�rty <br />Aprii l0y 199'� <br />P�g� 6 <br />with 241 irips. °I'i�e resid�nti�.t sc�narios as-� lot�cr, with the singl� f�ily �����c �t�� ����� <br />(Comp��h�nsiv� Plan) and the eownhous� �ption at 65 trips, and th� aparirt�ents �t Y�� ��so <br />T�e highest �raffic geaerataon for the peak hour occurs for the �hh���� ��c���.� �l':��;��.�; t;:��� <br />�er�e�ctor'� peak horsr (39i trips per hour). 'ihis do�s not c���r duxi�� �� ���riTc �c��� <br />the s�rrounding streets, and so, frvm a traific ap�rati�ns �rspective, d�s n�t cr�� �n impact <br />on th� adjacent intersec��ns. °Th� intersecctions are earryin� a hight� lev�� �f �'�� �E th� �NI <br />ge�k for fihe stre�t system at ac�ptable lev�ls of s�rvice. �T� do nQt 9��v� g�� V.���� ����z=��a�� <br />rat�s for the ai�ma�ive land t�se scena�ios for th� theaier's hour, but they ar� a11 as�u�ned <br />to be lewe� thar� trip� praduc�d during th� � and PM hour for th� surrot�t�d�� st��t <br />sys��rn. <br />Ti�e p�c hour erips for th� th�a�r have heen distribut�d on th� straei syst�re� �����f��, ��. `�� <br />most sensiiide iink in th� str�t sysiem in County Road H2 beiwe�n �iighway 1Q a�td ���� ��,�k� <br />Road. i'his infarmation shows thai 420 trips p�r day will be add� ta thi� li�a�o `��. P��c��� f�,�r�tir <br />traffi� voiume on khis link �s 3,900 trips, so the project �il ca.us� this tofal g� ��3���;,_�f�:< �_� z�'E�o <br />:'I"he number of crips added during the � hour for th� th�at�r is 72 trips9 �� 2� c�� ��r� ��F��_�.�� <br />daily volume. Thys voluene repr�serrts approximately one car per r.ninut�, `i'he staf�' ��ds tv <br />talk with the traffic consulPant bcfor� drawing further canclusior�s fram tha� a�f,s�g�,�zf �nn,s <l.�c� �a� <br />identify what tim� th� theater pea�c is expected to occuro <br />* Infor�natlon an movie schedacli�g and ats relationship to tra,,�ac fTow d�ar�n� periods of <br />peak movie atter�ance a.e. ope�ations of'the fn8er,rectior�s durir�g ,�h� ����C X���°�'��° P�� <br />generator (!he theater) irt dddition to operattotts durira� the perak hour on t� .�u�e��r�i�� <br />street system. <br />Figure 2� shows how thc �ps from kh� proposed development woutd b� distri��A�� c n th� <br />surr�unding stre.et network in temns of daaly volumes, the PM peak for the adla��n� s��Ys �d <br />tt�e peak fo� the generator. Using data from th� �riginal traf�ic study and th� su����rnental <br />repor�t, this information can be summarized as shown on the next page. <br />