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Planning Commission Packet - 04/19/1993 POOR QUALITY RECORD PLEASE NOTE: The original paper record has been archived and put on microfilm. The following document is a copy of the microfilm record converted back to digital. If you have questions please contact City of Tigard Records Department. �a�� ��r��c e:o�iss��� ���r�x ��c�z. ��, i��� — ao�cr �.r�. �I �a�a� �a�r�� c�rrx�R � �dax �xaL • a.3s.2� �w �r�, ��,v�v o x��m�o �z�r,c�ra �. � �s o��aa I � �. �tca� �.�.x,, �� �e r.r��,c�� �at�u�� �, �r�ix� ��sxss��x c�t�ax�,.�z�rrs � �e ����� �i�� I �,a �ot�r.�z�:rrsa� �r� ��ar�� ������oa�o� ��ra��r� c���c�r�ur� �a��� I �:(A�. ���pOt�� I�S�eJC�� A r�cque�� ftar a C�saa•preY►�±rrx�i�r� �isarn ��ddr�Ya� fx'�ma �r��.�l �rof��s�ioaa�i �� �r��s��l �es���i��, a�xn� a �ar:Lra��4�_�m�sn�t fs�� C—� �Pxof��s�ion$�. �oa�����.�1) im �� g�n�z�l C�r�ia2 I��.�s•�x�.�t) gor 2.�� ����� q�r.r��.a�n� af ��a�a� p����l.�y Ic�c���e� �a �he �g� �si� t7�� g�.����i� �rt,a��r�a��� aha�ixtt,� ��rs1�"��e ��fal��T.� A]P�Et.t�`W�§.Y, GR�'�It�.�x ; ��n��a�11y�: ��������a�i�� Pl�a �o�.i.c� 1e�.2 Ym�al�n3��.�ion �trm��gy� � and t'.�mbrzaity' �����.ta�3asxzt �sle S�c��cArt 15�.2����Qo�a ��c.��i����3�: s�as��ar�.d� P�.a�a�nix�� C��l.� 9 �nd �2; Cc�mp�eY��n�3.v�.%�7.axa �es���i�a 5��o Y, �m 3.>4, 7 410�, �.�.]., �d�m�a 8.�0 2, 12.2��., �nd ec�i.d�nce of � �hang�s �x� �l�� nef�Y�carh� �r �+�a►us�i�g• �t�'��t�.x�g tkn� dl+��igna�iora of �;�� �r���g� e�r ��s3.d��ac� c►� � r�a�r���ls.a� �.mm �h� e�srseaa� d�r�ign�.t��ns. L�.'��a�Ne 13745 S�9 1P�ci��.� ���r3�s��.y � a�i� a�ta��i.74cj �src�pe�i�� �gaor�i�tx� �� F�'��S 1�� ?b6CDo �cvc 1a�t� ��?2, �a�0a �x��, �,p�8�) ���1��3T �f?PIEz C—I� (F�res�es�icrg��l Coa�r�i�l) �on�.x`�e,� �,�s�tx�� al.].�€o�� p��.,ic ag�n�y ��mf.ni.s��at�.ve s�a ai.���, ��x�isa��� �i�ae� ���.�� y� a��fl ���i.ce�, �e��ix�es� ���Spca�t ���ri.���„ �3.nanc�al aaa� �e�as�. �����t� ��a�i���, � �a��ei��t�r rrf ��fic�s sr���, �d 1.�ai�� �c�ur�ts �f r��z�er�� ���.�.1 ��l��o gs���on��. �a¢�a°vi��a, �sxd ���i�ae� and eYx.�.��.xa� ��i:�r]L3.�alsa��a��. �Ft��S��9 Zc�tdE: �� (Gen�ral �er�i�1) z�n�.ras� dli�t�3�ct �,:11�r� g;��e�al ��s�,��.3. �et��, �a ��x�i.��� rs� sa�..��� ����i3. ��nd ���i.a:e a,a�e�, a���:�.r�+g a�xxa� c3��sa�:aiaa� ����7Li�flaa�ri��, �.��c��b�.�.� aalg� �s►� r�p�i.�„ s���ii��.� �'�a��. ��l�so �a�e� ra�.hex �r.-��.��es� a�tdl ��a�c�3.�ti.�na1 x�s�s. �5.� u��[9�91�u%�31^� �LT� �3���5�J� P�T�l2�Y2.,ID f1E�]f.�EPd�E� �I�R ��—tD��� A4�i.�'I3Z�/�'�'7� H�7G]L (�� ��� A s�uuc��t fc�� �caa�n���� to �h� �p�sreaarer� ga��].�mi�.� ��i�ri.�iax't �i�� �sn� �3.�sa�n�d ���rela�nt I�ev3.eva ��o�a���i��� ��.�x: ��� i��s� I e���.�ern raaa� �n�if �sf vr9sa� �aae� �rrev�.ou��y called �he� �u�1 B�d�aaaz��£n �3oa#la � ��t»].og�sx�� �,ar�pase�l (�� �8�����4�P��2 40—�0��j» �I�e ctnr�e�s�k. p�o��s�. c�u�ci �li����y res�axc� �}�� �c���� nu�r af lot� �.� �h�.� cl�e�ls��r�� �reru�a wta�t ��e p���iau��y �S�~e�g�aa�e�l �acl �r�•aic�� �or �t�r�d�� C��y ea� T�.g��°�i �ww���. ������� ����x�:e ��aaz� �3�� p����.o�asl�r ��a�s�a�ves� sic.r��t ���r�o�F� a� u��.���s.� ��zeet� �� w�s�.�. s� gAl�?��sv �'a nna�����a��.axa�n �� px��a�� �� ��.x���a rar ' ����e� ��� 1�ca��.�r�� �aL�aamm� �I�e p�r�t�x of th.� de���r���t �z� �ks�s.�. %��a� ��evious]�y F��tta ��o����. Th� �ears�:i� pr����al. �u��l �zov�a�� fea� �.�� �.�t�. d�&'��,��i,� �V'7�� �R�T�R:�A� �aabcn3.�vi.�i.c:�n �.p��casr��. cx��.���i.�: x �un�.�.g► }��sv�sllra�exat �3� �e�ts�xa ��oA6(2.��i�; ��.�asra�d D���1���� ��,�a �gagar�val, z���n��d�m ��da� �ec�.i.��a 3.8.��e1.2�o R�l��ec� �t�c�ard�s C�s�n3.��r I2�ar�1c���a�t Gocl� ��aa����e 1�.54, �!�»��a �.6�o8R, 3.8.��p 1�.�f3+�r �80���,� 1�.�5Qg �.ns� 1E3.3.£� �� �r�11 a� �a�;�s�e�a�x�aiw�� Pl.an F�o:li�i�a� �,�mi, 7.�m�.m 7 e 4,�, �.�..3., �tl� B.10�. �.¢'�f`..la`PI�Rlt sc�u�ta t2� �I°a� 6d'��xAts� �'�r��� ��:�Ta�:�.�nt asx� �h� ���gevald aaxbdi.�ia�.a���, w��s�t o� a'Pr� �3�t� fivrcraue (inT�� 25� 4�3, ��c l�t 32Cf0) �ANE: R.-12(�Ag an�d R-25(P�) {Rs�si.den�t�.at, �.� �xxai����c�� �st� lier�3.deas��.�1, 2� �aaai�g/��re,; botc�a wi.�� �he ��.arira�ei A�ee�.�pea�sa� esc�a�r�.�y zone°g �, �Ft ��Y�IDIE�a j 10 �,x4�hi1'� ' � � � °�'�C�.�tYE �Y��1'�ETINL� CC)��a���t�E� I R��a.�.�� ID�����.x�� �33.�a�x��� v .�g��1 1�a 1.��3 � � �I 1 . C�LL TC7 bRD�R: �r�5id�nt �'yre ca11�d th� m2eta.rig ta order at 7 :30 �.>NIo The zn�eting �nras held in tka� 'I'igard Ga.vic Center - Tc�wrn Ha1.1 -- 13125 SGe7 Ha11 �otale�rard. �I � o ROLL CAZL: Present s P�esa.c�er�t F'yr�, �ommissioi�er� �aon�, Cas�ile, H(a3land, Mo�re, S�porta, Schwextz . t�b�en.t : Commissioi�er Saxton a�.d Schwab. I, Sta:Ef: Sen7 or Planner_ Dfck. ' BewerSd�xff, Assoc3.�t� Planner J�rry Off�r, il Acting Plax�na.ng Camm�_ssic�n Secretar-� Dian� Jeldcrks, Tr�ining Plann�_ng Commission �et;ret�ry Lorrair.� Campbella I . 3 . .APPROVE 1�INU`�'ES �omm�.ssioner I�all�nd mov�c� and Commis�a_oner Sapor�a second�d to ap�r.ov� rcl:inutes of Mar°:Yi 22, 1993, as suk�mitteda Ma�io� carried by majc�ra.ty of C;ommissi�ners pxes�nt . Comrtission��s li Boone �n.d Maor� a�stain�d. j Cc�nunission�r Boan� mavec� �nd Cammissioner Halland sLCOndecl to �t�prn�cre rnirlutes of Ap�a.1 5, :1993, as suba-n�.ttec�. Nlo�ion i c�rri�c�. by majoriLy af Comma.ssior��r, prPSen� . Com�ria.ssit�nex� j Saparta abstained.. � 4 , PL.�INN�NG COMNTISSION CO3yII�tJNIC.ATIOI�S 1 . U�date ta Con�unuizi�y Developmc�nt Code frazn th� C�ty of � Tic�.ard � . R�CAP trom �I'ig�a.rd City Cotzncil 3 . I�ett�r f_rc�m M�rthz Bishop dated April 1Uth, �.993 4 . Letter fro�n Maxtha Fishop datecl Apx�il 17th, 1�93 I 5 . PLTBLIC' HEART.I�TG 5 . 1 COMPP.EHENSIVE PLAIV AM�NDMEI�T C�A 93-OOQ3 ZONING l�P � A�dEIVDI�TENT Z�N 93-0002 WE;S`T'W(JUD � r�c�u�st for a � Cc�inpr.eh�risiT,r� Plan �rrienc�nenL �rom Commerr.ial Praf�ssional ta � Gener�l Commercial and a Zc�nin� Map A�lendment from C-P � (Professional Commercial) to C-G (Gez�eral Conu�iercial pis�zict) ,� �c�r 2 . 53 acr�s (portions of faur par��ls) located to tl�ze vaest 00 of the Paci�ic Crassroads shc�pping center. .A��L:ICA�LE &� APPROVAL CRI'I'ERI�. G�nerally: Comprehensiv� Plan Po1i�y „�,� 1 . 1 .2 Irnplementatian Strategy 2 and Community Developznent Code Section 18e22 . 040 .A� S�ecifically: S�atewide Pla.n.ni�.g Goals 9 and 12 ; Cc�znpr�h�nsive Pl�n Pa?�.ci.e� 5 . 1 .1, 5 .1 .4, 7 . 2 .2, 8 . 1 ,�, 8 . 1 . 3, 8 .� .2, 12 .2 . 1, and e�ri.c�ence nf a cl-:an�e in the neic�hk�orhood or community a�fectinq the d�signa�ion c�f th� prc�p�r�y ar evidenee o� a rnistake in th� curr�nt designatic�n.s . Page 1 - PLANNING COMI�ITSSI(�N MINUTES - April �.9, 1993 . �� I,C�C��TO�To 1 � �i� Fa�i��.c Hi�k�v��y ar�� u�:ta.r�g ��o���t�€�s (Pc�rta.ox�s o� WC'�'h�T 1�). 36�U, t��c lots 402, 500, 600, lOQO� 1��E5ENT ?(�NEs �-P (��of��sic�rxal C�mz�n�r.cial) zoxzing c�is�tr�.ct allo�s �ublic ag�nc� aciminis�rati�tre s�rvic��, �usin��s equ.�.pment sales ar�d se�vi.ces, businc��� �upport �erviceso �inancia�. and real es�ate servic��, � variety c�f affice us�s, and J.imit�d amour��s af c��ne�al retail salss, person��. servi�E�, and eatir�g �nt� dr�.nkinc� �s�akalishments . �ROk�O��D ' �ONE: C-G (Gen�ral Commer�ial) zoning da.stri�t al.lot�vs ger�eral . r�hail use�, a �rari�t� of p�her ret�a.1 and service uses, �atir�� arad �.rir�kin.g �stabli�hm�nts, automo�bile sa]_ea and r�bai�, vc�hi�.le fuel sa1e�, arnong aathsr perm:itted an.c� ' coz�cl:i.tional us�s. � � J�r�y O�fe?�, �asaciat� Pl�x�ne�, review�d the staff repor� and made ��aff' s r�commend�xtiori for app:�oval . He sai� it is not.�9�1� that NPO No. � had no comzn�nts and the areqon 5tate Hig�wa�r h�d rio comm��.ts e I-�� said there is z�ot mucka at issue vai�h. a.ny uf. th� cri'�eria as zoning :is changing from on.e co�nmE�cia1 uss �.o another and th�rv is v�rv� little impact a�. �3�?s �.ixne� �;�atewide pl�rzniiz� �oals s h�ve been met, tr�nspar�.a�ior� i.mpacts ar� not exp�cted �a k�e c�zffere�nt, plan palicies are satisfied and th�r� seems to be adPqu�te capa�ity for nec�ssary pu�lie �aciliti�s . J�rry Off�r �aid tha�. the a�aplican� had met t�l�ae�.� �aurden o� px�aof. in fi:l�.at all. criteria hav� been m�t and th�t circumstances ha�re changed enough #:o vJ�r_rant the zonin� change. � Commissioner SCY]VJGlfi7. asked Jerxy Oftcr to c�arify General Commercial. zanin�, Jerry �ffer e�cplai�ned that G�nera�. �ammercial allows a var�.�ty of x��tai�. uses rzot allowed in Cc�mmereial Protessional, as well as al1 af the use allcawed in �:he Commercial Pr��essional dist;rict e �iPP�ICANT°S PRESEI�T'I'AT:CON � Jeyry F�y, �laiiager of Developm�nt� Tnle�tvaooc� Corpor�ti.on, 3030 SV� Mooc�y ?�venue, Pcrtl.�nd, Oregoza �7201-4897, explained �hat a r�tail c�nter would l�e ]�uilt on the site. He di�cuss�c� hcaw chanc�es h�ve taken place i.n the area requzring �he change in zoning vahi.ch is alm�st ala. zoned C:-G. I-�P said whi�� th�re ha� � beez� a tremPndous growth �f retail a�ti�rit�y ii� thc ��ea, �here has been hardly any demand for offi.ce s��ace d�velopmenta � Naomi. Ga1lu�ci, 11285 SW 73cYa Aven.ue, Tigarcl was concerned � about a thraugh stre�t �onnecti.ng ta Pfa£fl� and �lso if th� � nes�v �evelo�am�z�t will bring about an inc��as� ixx propertv � taxes . � � a Hel�n Pfafflej 8225 SW Pfaffle� Tic�ard, wanted ta ]enow wh�t � wi�.l. be built on the property. She �xpressed her concern � regarcl�_ng t�e growth and traffic congestion in th� area. � APPLICA.I�TT`S REBUT'T"AL � Howard S� Stein., Assaciai:e, Kittelson & Associates, Inc. Trax�spartatian Planning/Tra��ic En�ineerin.g, 610 SW Ald�r, i�ar•�Iand, �regan 97205, said that fram their studies a changA Page 2 - PL1�.NN�ING COMNIISSION MINUTF'S - Apr'.il 19 0 1993 � �� . � a.� �.�� zoriin i11 x�at n�ces��rily a���� raf�3.c � � Commi��ione� Hc�ll�.rad moved arc� Con�r►issioner Bnane seconded. ap�ro�ral a� th� appl�.�ation anc� to �orward a recommerxc�atian Ln �he Cit�r Council for approval. of the 1Plan Map am�ndmera� and rez�nir�g rec�uests o 5,2 SUBD�tT�SION SUB g3-ao�8 PL�'NNED DEVELO�MENT PDR 93-0002 �A.TRIX/C,ASTLE HILL (�7P0 #7) A requ�st for am�ndments to the �.pprove�l preli�ninary Subd�.v�ision pl�zt and Pl.�nned De�relc�pxnen.t R�viev� con.ceptual plan fpr the e�s�ern one half of wha� was previousl� call�d �he Bu11 Mountain North development proposal �SUI3 50-Q004/P�R 90-000�} , The cur:rent proposal would ��ig�2�1_Y .�GduC� thu t���l nLizphPr of 1.OtS i�2 this d�velopinPnt � From what; was previo�?sly proposea �nd �rovide �or star��ard Ci�y o� Tigarcl local str�ets �ather than the pxeviously ' apprnved street netwoLk of x�arrower streets as we12 as alleys . No madifications are proposed to st�:eets or str.e��: stub loca�i.ons �long the perimet�r n� �he developmen� fxam� what had px�e�io�usly b�er� �roposed.. �'he clzrrez�.t pr�posa�. waulc� pravidP for 126 lots. AP�LTCA�LE k��VIEV;I C�RI�'E�2IIao Subdivision �� a�aproval criteria a Community Development C�de Sec.t�.on I� 1�3 .160 . 050; L�la.nr�ed Develnprnent Re�riew approval standards : Cad� Sertion 18 . �Q .120; Relat�d s�andardss Commur�.ity � Dev-�lopment Code Chapters 1� e54, 18 �56, 18 . 88, 18 . 92, 18 .1C?G, 1� .108, 18 . 150, an.d 1€3 . 1�� as we11 as Comprehensive F.l�n �al�cies 7 . 102, 7 .3 .1, 704 ��, 8a1 . 1, and t3o1 .3 , LOCI�,`z'ION: j Sout;h of the Walnut Stre�t extension and the Cot�wald subdivis�.a�s, w�st of SW 135th. A�renue (WC"I'NI 251 4B, �ax Iot 3200) ZONE: R-12 (PD) and R-25 (PD) (Reszdential, �.2 I unit:�/acre and Re:,i.d��tia1, 25 uni�slacr�; }aoi�h with tk�� � Pl�nned Dev�lnpment overlay aone) II � Assoc:i_ate Plai�n�r Jerry Off_Er reviewe� the s�.aff x�port and I said that the staff. report from 1.990 was revise� and he I -recomanended �ppr.oval . The NPO had no commPnts and the �exz,rice providing agencies said that tYiis was closer to the standard and tn.e type o.f develapment they like to see� He said tl�ey h�d heard same concerns about the ef:f�cts of the ongnin.c�. II d�v�lopment bu't nothzng direci:ly relatec� to the design c�f �he 5L1rJC�1V1.S1031. Staff recommended moc�ifyin� the COTIC�L1t1C�I1.5 . � Gena_ra]. discusaion ensuecl about Candition No. 17 and wvvhat ' �treets will be improv�d hy the Applic�nt . � i APPLTCANT'S PRESENTATIC�N � Larxy �.Tork, Director of planning, Matrix Dev�lopm�nt Corporation, '1160 SeW. Ha��lf�rn Road, Suite 100, Tigard, Oregon 97224-7771 h�s m�t with the NPO and there is no oppositian, 13e cancurs with the staff report and the revisions, wit12 exc�pt�.ons to Condit.ion 2Q . � Jer�r Palmer, Alpha �ngine2ring Inc. 9600 SW Oak, �#23a, Portland, dregan 97223 , explained ho�N thPy wou.�d like Item 20 mac�ified. Page 3 - PLANNTNG COI�II�TTSS:LON MI1'�Ii7TE5 - Apri1 19, 1993 > ��, � � Paul Ft. HQ�f_ , �.�9�5 a�1 ���rz 5�.�e��, �r.d, 97223, �a� conc�rne�. abc��� �lrainag� to his ��'c�p�rty and. he �eqa���ted tlx�� a ��.ub ��r,��� b� rna�red ove� �.�r�n���-f��v°� ���� o APpLICANT'S R�BUT'T'�,�, � Je�ry �alm�r, Alpha �n�ineering Ta��. , s�id th� drain�g� cours� whi�Y� Pa�a3. �of fxnan point�d �c� on the map is r�o� th� one t Yiat ���uall� go�s �c� P�ul �c�f�m�.xa°� p�'o�ex�ry a1�k�.tsugt�, �h�.r� zs d�°ainag� c�ain� t�a Fau�. Hof fma�n°s �rop�x�ty a How��r�r, ix� �che �reliminar� ciarainag�e p1ar� t.he� hav� <�c;ccarcr�o�a��d fdr ��.is ci.r�.izx�g�o He �l�a s�.id they are vaallin� ta znave th� stu�i st�e�t connee��.�n to the ea�� o (� `�'�7.E'. YCI��O��.�;�' O� �17.E? ��ITti'Ct1.SS7.Ur'1-G'�°S :�c1'SP01C�C� ��1� 1'��'f�pC75c"��o U �CJIrii'[i3.:S1C)11-G'r' '�3C3U11E: �S�pZ'@a�"a�'C7l CC>TICG�'31 z°2�c'��°t��%1� tz°F���1C a�: ��'1�'. 135th �.nd �ntalnut c�n�.ection. � Commi.ssic�n�•r T�o�.1.�r�d mav�d and Ct�mmiss:ia�.er_ �Iooxe s���ndc�d �o app�'a�� Su'�c��.�,ris�.un �3--O�JS and Plarix!ed D�v��J.o�merzt PI�� 93�-OQ02 fax• 'the Castla Hill � �. 3 subd�va.�a.or� sub;j�c� to �Iae followinc� �odifiee� caz�da��.ons as recomm�nc�ed ]ay t�ie st��� an�1 the App�.a.c�nr W 2. . An� tr�� removal or �rac�inc� on �his �rca�e�ty must be a�apraved by the P.lar�ning I�ivisio�. througlz appr.c�v�l a� a t�'ee xemoval pe�:�i� and �p�roval saf t�.� �radip�g �al.an. '�re�s o��r six ia�ch�:� �.n ciia�n���x sha.11 be �emoved only a� n.ec�ssa.ry �;a construc� �tre�ts, �atil,itxe5, �ri.c1 �esid�nc�s . Tree ��moval p�rmits �i�.1 be n�C�ssazy for t�a�o �tag�a : (1) �ight-of-°tv��r �nc�/c�x c.���ne-ral site gradir�g; and (2) lot �re��r�tian. Th� a�plicant rnuy b� required tc� pr�vid� �o� an ar.kaox�a,st ta r�view th� �ilari� Eox gx°�.dinc��x a�.d �r�e pro�ec.ti�n. The axb�rist ar i:he P1a�.n.�.r�g ��.v�.sion �nay prescribe protective sne�su-res for 'crees to bP reta�_n�d on 'che sit�. Areas z�c�t �ave�ed ��r s�ructures or impervious surfaces shall be re-vegetated , as soo� as pcss�ble after com�lEtion of grading. 1� co�y �f the tr�� removal pe�mit and approved g�ading plan �hall be availabl� on-siL� clu:rzr�g al.l tre� �Pmaval and grac�ing �^ activitiESm STAFF �ONTACT� Plax�ning Diuisio�.�o � � � 6 . A ona--foc�t.; �r�ic�e non ar_cess r�ses�vP �t�i�a or � plat nt�te �rQhib�tin�r a.��e�s from all bua.�dinc� ot lots to 5C�1 Waln�zl, axac� Stn7 135th shall �e �t provided. I � „�� 17 . The applicar�t sha11 prav�ide an on-sii:e wa�er� t�tzal.ity facility �wi�hi n 'I'xaCt � and T�ac�s B and C, if npces�axy, a� �st�.i�lished ur�dex t1��� guidelir�es of Unifie�. S�w�rage �c��ncy Re�olut�ion and. Qr_d�r No. �1-47 � page 5 - PLANNIN� COMNlISSTON MTNTJTES - Apri1 19, 19y3 .� . � !, �e u�a.on and arcTer No. 91�-47 �, 20 . � grac�in.g pl�n shall be subrnit�.�d �hc�v�ing �.h� 'I eac�.stinc� an�. pro�osed cari�nurs �nd �minimum �.ypical. �loar �l��atars ti�d i:o the 'to�a of I �u�b �1e�ations as �hown on the nublic i.znprovemen� g�lan�. M 6 . OTHEgt E3USINESS � `7 e .�JOLT���TT: M��t iizq ac�j ourned at 9 :0 0 �M. . r i r' � � L� \_ a. � I Lorraine Camplae:t.l � � /�' Plarining Coznmission Secretary � A'�"I`�S'�': �" /' Prs��.dent M' r� �r_� � a�i��-��.�s� I � i , I � i� � Page 5 - PLANNING COIMMISSION MI1V[7TES - April 19, 1g93 i '� ' �� ��' 8 � ���ve��6 �����9 ��...�r � � �� i.���i '1'T 7SC�$ � R.�. 6O3C 370 3�He�h1�(5��)63d 0�0 �°��1�� 1 BEAO/�RTON,C7ffi�Gf?N 97075 . �y�' �•'�'"� , _ s �f�llaswan���*il,�cr��a��by�h�'�����e�as��;j{ '�``, >; ' ,, �.���2l� �0���� �,P������$'9Fig �'`U!%1�JliSSeUl1�d!�.�t�,9.��� �[ ' ��p..—�Vl At khf:`(�4�8i(��..'lVP��'Ci0[8r ' ' 'i'awa��i�li,r���l���,��,V H�a E��udl,Tjg�ad,,0a��a�ra,�esdh P�s�t��.crra�are1��: �.,7.� fJ� �L��. c'3�� � � 5�!GiE�.'4�"��%r°��A�dY��'fl��,��v ''��„",��fD�7��R���tY�➢���61M1���'a�'iClf'! � � '- �) p� '° 6aD &9d3fS6J��[9�PmE11 "y� �1 �y r yG, p i. -�'—..• -•' .Pn :L.na: Fv+ � .e: J , f7 9R'���bl�iJ�d��.��r�����.��°�lLil 5�bt����✓'✓.�',1��.����p���d�'`�f.L1A �iB4 1 l,�di136�7.;i A�oun�s Paya:�le--T��ry � ,�Iu��cdpar�sxi���+d r•�tics a�dapro�eduxes mf�he�'l�t�ing��;�tntrie�s�on ,' ��g S �[�'] �]�7 �I • � �Du lac�te�,f�sd�� �aa�i�►��.������c�are�ssu�an rso�oe tiy,i�t�ee�arec��►�;�s�a�pg�a�o arad ,L���✓ tJW C7KAi� �A�Y . 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'�u�-�h�ra�c��ey I Appl'acant und�rstardds th���QSt�aa�ent�an�nts to�.h�C'orr�pr��a�n��v��'��n h��r� z�v�tved shan�ir�g 6and ��i�aa�tee� �rof�s�ionai �o�ni��r��al tQ o�h�r � cS�sig�n�xiasa�, �H1d�2a�'�t'I�3i1�i:El��t��/ "��i'�3�?ri OYBIl'�bU�iSI�TD��Qi l��d zs�neci I� Cel' that�as ��t 6��a� ��v�lo�ayg�. I il I I i �. � � � � � � C� a� � I � . s�, ..� ����c����. ���c��i� 'g'i,�Comm�snity I�ev�l�g�reen�Code pfovides criterla fc�r approv�fl c►��h��'!� Ivla�/Zorcang ames��m�nis. Z"he nCenns r�questec� by staf�ar� r�va�e�v�d i� �e follma�ving section: . �, ��a���ad� ��aa�1+1�� 9� �lv�r:s�fy��f e�ra�r�e�e��e ��cara�r�ay �f'th� �c�aas�racsaz� a�r�t38e �6arsning �oas� s�eat�, VVe bel���re that �he pr�p�s�f zonin� rec;�siFcatiQn �ift GP����' a anc�re f�1d�CSi�� �ppoc-�un2ty for szr�all fi�us'sness�s �hat ar� nc�t aSlowed °en tlfle prafessi�r�a[ e�ma�er�ia� �a�a�, �ypi��41y, th�� Y�p� of bus�a�ess�s pe�f�r � fre� ���rc�ia�� i�caticrra �ca a ��ll �ravell� �eree�, '�'ka� g�aa�r�t �ot�me��aa� �os�ing �vii� ailov� �os� ��pees of �as�s which will ueilozG tt�e grope�� t� i�s h��h�.st and bes� i�se �.vdel� � prtavide ttee greate�t �oCe�tia� for �us�n�s s�rc��s. VYe s�ppaei div�rsification and b�lieve that �oa3 is mast �i�eiy t� be achfeved g4'cert�zr�areas contain cornsistent us�. Spe�itica�ly,�'aci�c�€ighvvay is prim�rily e�nimea�c'sal and is I�kely to coragin��to at�ra�ct �atk��r r�tail �as�.�.. 'I'S�ae �-� zonin� of ehis p�rcei, ancl a� o�c� d�v�logr�eE�i und�r ��t�ocei�ag (uihiGh �s �zot�d belc��, gs raot ti�cely ta oGCUr an tS�� r���r �uutc�re), ���z�iy c��ate pote�tiaP cot�tliet�, q�a�tic�aiaK�y v✓�t� r�s�ae�� ta �r�fi�c. ?viQre�v�r, th� f�ilure for �raray years to dvv�l�p e��i� p�c�l �or a�� ias�; g�ran�t�� �r�der ihe C-F' zane, �t�c�v✓s that pr�sent �or�i�ag ps z�oi achievir,��i� g�aB of ira�p�ovin� the �caa�omy. �aa� 1Vo. 12 � Prowia�e �ssrd �a���a�ara,�� a sa,�°�y C'OA&V�'Yi.X�'FP� aa�el e�+a�v��a� draaxsp�rCsa��r�systen.a. W� b�lieva that the er�rasportati�� elem�nt ps saeis�ed b�caaase S.l�. Pacefc I�Iighway is z state highway with two zanes in each directi�n�d aa► ampfl�➢e� turn median in ttle ra�addle. �e wili �€�t be asking f�ar any a€id'a�ion�R ���°b cuts b�t wi16 sh�re fh� existir�g om� that a�c�sses Ch� Facifir C�assroads �erater. Shari�g acc�ss is an ipnpc�rtarat gc�al of the TraraspcFr2atio�� �lar��ra,� I3�p�rtm�ne; the single ex�s�flng ��ar6� cut �ri1fl he�p assur� s�fe ongres� �� i ep;r�ss go tvvo �ndividuai piec�s �f p��per��r. i�J� also bel'rev� �hafi th� traf�'i� g�n�ra�� by any adclYtio��al us�s (pri�r,arily � retail) �hat wr�u9d b� p�er�itt�i �aa�der �� ^-C's zoi�� wi19 U� n� gxe�tter thariy � a��� in fact n�ay �� 9ess �az�, �� traffic ��nerated by uses n�w �errnitt�cl � under the axist�n� �-P zon�. T'�e rr�axi�nurr� �ot cc�ve�as� �fr5la) arBd 1he3ght � ��5 feet) �rre the �aarae xn both xc�ngr�g �l�ssgfic�tians. �ow�v��, �.he inaxirrs��x �' size�f ar�o�ce 6u�ldin�, �vhici� i�a�o�✓ p�r�itt�d�an�f�r��C-� zac�e, �aulsi � g� be much great�r thai� t6e likel� r�Saxic�aucn siz� af a ret�il b�.aldir�g, e���°sc�� �, e� would be perrnitteci earad�r �� C-(� zon�. 'i'tiis is b��ause the office buifldAng �I � coulc! be as high as �ree st�ri�s, tfl�us p�rr�itt9r��up tc� �g,t�U sq�aar�f���(as I show❑ ir� �t� anal�s�s belo�✓); by c�ntrast, the ret�il buildin� �voui� or�y be one story, a�ad the nnaximurn size �r�uld thus bs �bo�€ 30,� sqt�a.r� feee3. B�ec��se tha �ffic� b�sildi�ag woudd be larger, �e numb�r of trlgs g�r�er���i wo�a[d alsc� b� greatee, �.s as also �howr� b�ior*�. Th�t i5 vvhy w�� belie�� tt�� �h�n�e fro�n �-P zone to �C-G zon� would not t�ave any a�egative era�'fi�c impact. � +��c�,ra_j�:�t: C'-P• z�ne S�uar����t �'o�l I�d ar�a - 2.�3 a�res (�1fJ,207 square feet) - � storles �ith 1�,� sq. �t. �aatp��nt �7,!LiQ3Q - �arkir�g: �:1 ratao=2Q4 cars � 35Q �ct� 71,�l�d - Lan�dscapin�: 15 9� a�t�tal �re�°� 16,5�1 - �ide�+alks, Y•ec�iv�n�lsk�ippis�&, ��bag� � ��' 1�0,2,�'7 Trcz„f�'ic� �rteratimr� 'Ti�e following �alculatians ar°e �akers fl°OY"CY $}�8 �1�SI1fld9�OI1 �:�i1FI�� �T'T��i� Impac� Sheet dated �c���er?9, 199Q, avi�ict� ca�cuiates ��veekd�y�.vera�e gr��s . far t�� dafferent types �f us�s. '�'t�� C�ty af 'I"a��rd �cs�� this s�en� "�'���c Impact Sh�et in d�termiraing T.I.�. �e�s. �x�r�p�es �g tw� �txf4��rent t�rp�s €�f p�rtnitt�d uses �r� ��c�a �o�ir�� , cBassificataon: ,I fl. �-P Z�n� � CS�i�e/Pcst affice (S 1,� syuare Fe�t) , a. C'aovernra�ent off'ace�uildi�n�: �' b�.93 �Y°lp�//'I°C�S�: S1 x 6�.3; �- �,StS txzps ', b. F'ost c��ce: ��a.7fi srips�C��: 51 x �6.7� = �,426 trAps ��� i 2. C-G Zo�ie - R�tail/Itest�ur�nt (��,€6� sq�ar� geet'�) ' �. ��aecEalt� c°etail cent�r: ��, ��.6� tripslT°C�S�: 3Q x �U.fi� � 1,220 erceps I b. Shop�ang center ua�dex �Q9� sq��x� f��t: I 94.71 trwps/'T�a��': 3Q x �4.?1 = �,�41 tcap�s I , "� c. �'s�h t�rnover �it-�o�+n restau�ant: 100 frips/TGS�': 9.2* x 1Q4? = �'2Q trips � * P�Iot�: We us� 9,20U square�ee4 fior the'i'�SF' �alculatioar for tt��resB�urant � beca�se a typica� fr�e-st�nciin� sit-�dc�wra r�.�tae�rant {su�;� a.� a.� �iiv�Garden I � er �.ed L,obster� is be�w�en �,000 and 9,200 �quar�fe�t� � � �' z'his analy�is sh�w� that uses air�ady p�r!mit�e.� �zndPr the C`-F �on� �c��ld � likely generat� �or� er��c t�`aar� cetaii ar restauxa�t uses t�tat wmuld 1�� � permitted �►nder ttme �-G zone. �us, t3a� zor►� change should ha�e no � � r�e�ativ� �ranspor�a�ioa� impact. � � � �, tC�ar��areh���i�r� I�l�n .���i�,� 5..�.1 �lan P�BB�i�s 'i't►e piar� ame�dm�nt woa��d allovv a wid�r raas�€vf busir��ss�s to o�c¢apy tt�� sate thus cracrsasin��; �tae pot�ntiai for I�c�l jm�s �ad c�eat��� ar�or� div�rsity �han th� C�P zoa�e v✓o��d allow. Pingv P'n,�ia�v �,�,� "�d 'I`l�e plan arr��ndme�t tPaat we aa�e seeking dvoudd leave a bu�;fer zone �f�-P I acti�iCy between fhe C-C; a.o�e aaad th� res�dential zmc�ing eo t�ie �o�th. 'I't�is t��a�f�r, al�i�g w@f.h ghe��istb�a�strest (1'faffl�), should pa•ovis�e a s��x.irnam of �roteceion for z���rby r�.Fid�nc� fror� ar�y distur�C�nc�s r�lat�d ��u5� in¢ta� C-�'a zon�. 1°'1�� ��ii�y 7e�.2 Ti�e ar�a rs ad�q�ae�ly s�rved by al! the aztilata�s incladArrg sanitary se�ver, storrn sewer, wat�r, �lectrical power, tele��on�and �atura� gas. �I I P��ara .�oli�y S.I.X � Far this c�ev�lopm�nt �e would not �ae askin� ft�r €�i• r��,uiring aai add�tda�rsa� curb cut. This r�evelapment wili �9�are ac� acc�ss pair�t o�vitr.��he adjacera� r�tai! II d�v�lopmerst to the east (�'aci�i� Cr�s�roads Shoppirag ��nter}. Ti�is s�ar�d I �ccess pa��st provid�s a �ani�ti�opporh�niiy; �€� �a5erc�ent �gree�r�ee�t exe..�u2ed s��r�ral years ago �9l�ws the ss�bject pro�ert;� and �h� adjacen� P�cifc , Crossro�.�s S�ioppang Center �v✓hich is o�vn�cl by a� �n�ity related �o t�e I �pp9icant; to jo;ntiy use th� aGCess pain�. It seems �i�ely, �AC�wev�r, fi��e �.c� ', off�G�deve@��►ment unde��h�C-F r,or�ing woulci crea9:�adv�rse ia�i�ac�s o�t�hi� ���ess p�dz�t and �ould n�axignize 3:raffic �ain� into �nd ouY off t�ae of€�ce , ro'ect �t ��k rush hQU�s on I'aci�ic �€i hwa . t�lsc� we h�v� �evjodjs@ � J P g Y , P Y � s�,��rn that tP�e re�ai�dev�lopmer�t�nost 8ike1�+vvil9 n�t a�av��ny gr�a��r c�v�r�l I irr��act on the sEr�et s�stem than �s� allo�rer� in tt�e exisYir�g C-P �o�►�. S� �� the �raffic st�dy �r�parec� by K�ttiPson and As�4ciates, v�hich v�r11 be �� saabrr�itt�d b�� M�a�ch 9., 1993. �°d'can I'olscy 8.1.� a. 'I'his d�veiopmeijt zvdll ab�ut �public sYre�e. b. 'There �vas a d�clicateon that ir�c�udeci thas acc�ss pmin� at t&�e �ime due deve3aped the acljacent Pacific �r�ssroads Shc�pping Center eo the�t a�a F9��S. d. `Westu�o�d co�stcuct�!ra�w c�arb-si��wa3ks-approach�a�d s�arm systaz�es at thr tiane we davelope,� Pacif c Grossroa�s in 1384. e. 7['his developca�ent wi[i incorporate a4t of the ADA and handic�pg��� cequirement5. h. 'I'he approac�i and irrrprovemen�to �'scific b�ig�ay✓�y are iri plac�a�d �re ir�tended t� be le� as is. ��ese irr��provenies�is e�ere desa�r�� and a��r�ved durin�the adjacen�development a�d vver�ia�tendetit to s�rde�h�s � properCy whe� it was developecl. � 0 Pdaaa ]molfc�+ �,�.� We 6�liev� td�is polic� is satisfied b�cause the deve�op�ea�t is ac�jace�t � aea i�aJ�ro�red trae�syt w+ay and is pre�entl�r served by �'r3-Rq�t. _ �lc�aa ,�olacy .�2.2,1 - 'I'41e criteria�or G�raeral �;omrnerci� amd�'r�fessional Comm�rcial z�rvl��a.,�,ar� v�ry� �irnilax. I�c�r ex�mpd�, ttre criteaia u�nder the headin� of scale are ide�ti�a�. '�lh� cr���ria far fl�catior� ar� v��y sg�-e�lar: �otih des�ga�atir��,� st�t� th�t �he � deveiopm�nt is za�g to be bmrd�rerl by rasid�a�ki�E �i�t.6�.� �� xrnore �aan tv✓o s'sdes (t�e subject property vva�uld hav� no adjaceu� reside�tial distr9c�). '�'hhe �-I' crit�ria st�ees�hat�he ccsYnpreh��si�e plare�ap��es thu bot�ndari��o�'th� C-P area. ; I �e c�at�ra� g�r access a�•e identicafl �vit@� Yh� exceptio�� tf��t ra�ad�� a �-(a I �i�si,�natioe�, ghe site is t� hav� direct ae�es5 ta a r�aj�r �mllector oe �,rteri�➢ s�reeC, wfhich is t�s case t�ere. Also, rec��aia�� is public transpurtafio� t� �he sit�, dvhich exists da�re. I 'I'he crite�ia for site characteristics are �d,er�tical for b�t� C-� ared �-F' d�signatio�zs, and we me�t t4�e criYe�ia. � 'q°9�e criteria�or imi act as�essanent are odenti�al wi�th the exce tion tksat ue�der �9 P P li ., � � i n i n ihe ,c�1� f � ro'ec rn�ast e oar� i te �i � � �-C� !es at o s a o th � b c �t b th � P J P sucr�undin�ai�es. �'e certainly tl�ink that we rrseet t�is req�adrem�nt du��o tl�e I �act we have �-{� uses �r, b�ttt sid�s of the subjec�property. II `I'he site is �ally servesl wit� �ii the requi�ecP utilities. I'', t II . �I I �� I i � ' ! �lB. __,__� E'+�I�E�&C� �F C!°I,�nl�°sE ��i �T'AlC� �� , �i�t�FCe , 'f'f�e origimad ia�clusion of the subje,�t prop�rey evichin the Frofe�sionai �ammercial designation in the Co�prehensive Fl� (ar�d co�r�spondissg ��I� zon�ng) nray� �ave �i�en a anistake. Parcels on eith�r sid� a�e Cx�ner�l I Ce�r�a�r�i�(, a� �s �nosr�f r�►�p�op�rty�o��?�a�if�e, �ighway. Althou�h th� se�bj�ct proper�y was ine[u€�ed in �he ProFassxonal Cocnm�rcial desi��ation Yoge�er wieh the Gene�°a� IVd�tors prepexty to th� w�st (�nd with tte�parc�l� betriz�d �h� subject prppe�ty th.a.t �re o� �'f�f�le Str��t and �vflll r�main zoned �-k'), the sh�pe and size vf tt�e pr�rgex�y ac�d 'et, front��e o�a��caf�c �i,�hw�� are f«ctars tha�, ira Applicant's vi�w,v�vould taavs mad�d�i�na�aon�G�mer�l I �o�anercial rnore logica! ae�d c�nsist�nt eu�t� adjaceu�c prr�perti�s �d vv��a likesy dev�3aaprt�ent. C"har�g� of G'ir�aaarastances , �ince the Compeehensive Pl�n vras adoptetl arbd the sub,yect prap�rty was desi�n�ted Fr��fessianal�c�mcx�e��ia�, �he mark�t h�s chai�ged stabsgantial�y a�ad d��ve��spm�r�t.�f t.h�tyg�e of o�fic�pr�je��m�si 9ikely tn be develQp�ci oa� lan� zogiet3 C-� d��s d��reas�d sr�bstantia�ly in this are�. Contisr�ia��difEac�fltie� i�� ��ancing �new c�c��t�ietion �� s�b�rban offic� be�ildi�gs r�aalces s��l� � cleve➢opment eved��ess lik�Ey in Yhe a�ear•�ariare. "�"h���abj���propesty h�s h�e� � anarket�d for sal�for rreare than two y�ars, yet thec�has na�to our kkx►tocv�ed.g� � beec� a sin�;le purchase of�er �r any oti�er expressio�a s��intei•es� i�i �ase�P�e properky u�der the C-� zone. As the �i�y i� aw��, most �riger�dments to t�e� �CmmpreP�ensive P9ar► have invodved changes fra�n C-P to sc��� oth�r desi�na�ion. A�rp�ECar�t understar��is�liat die�ity has �n overabur�dance c�f larrc� zoraecd C-P that has not been d�velc���. � fiy contrast, we beli�va �he retail m�rket ►n �i� ar�a is stroeag. �ansumers �� have supporte,� retail goocfis �nc9 servic�s in both existinn and ne�'bu5iness�. Newer retai! d�velapm�nts have had hrtgh occupancy r�tes, a�d r�t�ilers h�ve ; succ�edec� beca�se r�f t�e resids�ts' desire for thear goods and services. !We � be3ieve there continues�o be stra�ng interest ii�retail developrn�r�t by retailers I a:rt! �h�i�• custoznecs. 'I'�us, ehz co�ntiz�ued strong dernaiyd f�r retzil �s�, � r�flecting a chan,�e �n n�arket con�"stio�as sa�ce th� prc�p�rty wwas c�riain�lly zoned C-P, makes a chang� to Ge�►er�l Coa�rnsrciat appropL�ae� at Yhls tims. s 1�. $11�.��.� Fc�r t��e r�s�ns stated above, `'Ves�wood believe� the property clas�i�Gation should be Gh�nged Yo Ge�e��l�omrnerci�l. `�'his ciassi�catiog�w�ill allaew r�aore t7�xit�ile�y �red �iv�rsity i� achievan� �'aal I�o. � (�div�rsity �e! i�pr��v� �h� �r�oarey of �ka� c,cynun�anity az�d th� et�t�). V�/�stwoc�d b�li�ves ��t P���i�� �ii�hwa,y is �e ar�t�rial that s1��u1� peovid� the access xo��t�s to �iabl� ��►d thriv�ng econo€r�ic cecaters. 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Peal� �-lo�r!/�I�arra�� . . . . . �� ' [���as�°o �-� I 'T'r�ffi� �lavv Afon� h°lic�f��v�;� ��Vi! . . . . . . . 3"7 ii ', ���� �fi ������ ����� , �2�istiri� F'.f�/i �Pa3c E�cs�r L��a�l �f��rvac�: . . . , . 1Q "d°��1e 2 Gc�rr►pari�on a�T�°9p C�en�r-��i�an �c�r Ui��reri� 9�a��rd �l��� . °37 T�#�o� � , �a�Ss�rc��nd 1�94 F'.�v� F'��.�C F-��ur ��J: +�f�E� C��ab ��c��� , �3 '', "t'���i � Tot�i �utur� °f99�� �'.M l���€c i-9ra�rr L.�� �nri�g� Cut� Fc��ads , , :�� , "�'��9��9.y Levei �fi S�rvic� ��fini�ic�ns ��i�s�ali��d Ir�t�r��ctitsr�s� . . �� l'��9� � [��a��9�ofi�Servic� �rit�ri��Far�ic�n�lized Errfi�r����ior�s . . �� I �`��rl� �� G�n�r�l L�vel rfi a�rsfi�e IJ���ri�at'r�ns, llnsign�iized Intx . 3'6 � �„ '�°�P�I� e�4 � ��er�d-�f-��n✓ic� �rifi�r'sa fior l.lr��'s�na!'s��c� �n��c°��cti�r�� . �� � '�°��a9w A� � L�vel of Servic� Definitic�n� . . . . , . . . . �3 -b 'i'��l� �� � Traffic �/olum�s a,nrJ Pc,fi�c�#:6a1 �apa�i�,r i����lt� . . . 38 R� � �I'��l� �2 ��p�.�i�ty af L�ft T�srr� �r3�v�m�r�t frar� 4V��tw�oe� priv�way 3� "T'�ks6r•� �3 �a�a�ity �f L.eft°�ur°n Ndovern�nt Ertto N1l��t�c�nd C�ri�reway . 3� II � :Citralsc,n.&Assaci,ntes, Ir�c. � � ii �� �� !I ti � j � ` I % ,� I , � � '�, > ; � �. _. ..,,- �>� iu.. .��' r._�. �'? '' ,� (� �� > i r t �! g �� �rq � �r ' x v� I ry d �; 1 i t�i � � i r _ _� ._...��._.......�.�j S� ..,r�,. .._. � .u_�_� ;<� ,.`e�..�.Y��ti� t[['' i �.a '��� ��t �� �r+`t�1`'+,^�,�.� ' 1'' "R"� IF �f y�� �' r �'� L'j �( ��� .p�f� '�ni �'�x{r�' � ' � k�` 1 �� t S�ai a7 � ��V�.� ��� '���r..:��� .,�.h�i �.f"'t ����� y`� � �� ���y�"� `��'J�. � ��.s � � ,�,�� � �, �r b� F. �,p� it'�tfi°� �: � Y V��, �r��t���,` ���'4k� 'i�"�'i� � ��Z�����.Yt �, �W� '�`f1��.. �.,::.�r�+."r?..�,: r1 ^!o r�fn�3. t r�Y*y�{;rT'.. l �+., � � y ..� F _ - ..,... � Y' , . . . ` . .. ...� r. 'r .�;� �. ������� � � � ��c����'�� �ur���.� � � I F'ebruar,y 1�93 I 6�'estwood:Paei�c Cra.rsro r4�an�x �x�cutfv�Scarn�raary I _._.�___�...,.� M , ����c�tiv� ��rnrr��� '� • 'i �estwood Corporation is pro�►osir�g to canstY•uct a��t�il autlet containing approxaxnately 30,a00 �� sc��aar�feet of gross leasable£�aor area, 'F�.e si�e is l�cat�d alo�a;Highdvay 99�1(PacifiG Hi�hway) just east of High��va.y 217. (S�e Fagure 1) 'The site is currently zon�d for coznrn�rcial/pro�'essional � (�-�')uses which woul�i���rmit the office and office suppork f�cilities. The'Westwood Cor�oration is�pplyi�n� �o�rez€�zz�the sit�for g�raexal carnmercial (C'4C)uses vvhich wc�u�d allow the s�m«t�ses as �-�zoraing, �,ut also allo�v a�h�r general retaifl �ses. `I'liis study �valuat�d ehe traffic impacts , fa�orn thi� site develop�d ur�der the highest trip u5e that wo�lsl b� allowed under Yhe �-G zoning and frrund the followiaz�: � All of the ke� xntersecti�ns iaa the vi�inity of th� sAte v�r.rently op�rate at acceptable � Ievels of s�rvice durirr� �he�ritical weekday p.m. peak �aour time peri�d. I • The r��aznb�r of vehic;l� trips that w�aaid be ger��rat�d tsy �as�s permitted utader t.he ; sate's existir�g zoz�ing is sianila�• to the trig�s tliat would be generated under the �-Cs � zor�i�g, Pv�n under its most intense use �s a gen�ral retail center, that is being requ�stied by the �Jestivood C�orporatian. ' • �Ni�h th� addlition of site-gen��aee� iraffic frarn a �ossible ge�eral retail cent�r canstructed on the site, all s�tarly �g•�a interse�tians w�ll continue to aperate v�ithir� a����stab�e l�v�l af s�rvice �gnder prajected 13g� et��ditians. �ur�h�c, no off-site ix��p�oveAne�ts ar� requir�c� to maintain �cu�ptabla l��els of serv'rc� be}ror�d ttze alr�ady fu���d transpaxt�tion irri�rovements wl7ich are s�l�edzal�d to b� i� pla�� by I 1994. � �as�d on a r�view of the curr�nt sit� plan, it �s cc�ncluded that the proposed i developznent pl�.� ad�q�ately addr�ss�s �ccess issu�s aloz�b �'acifi�. ]E-Iighw�y. A ; shared �cc�ss ca.riv�;�ay vvi�� tla� �'a�if�c CrQSSroads ��nter has alr��d}+ been c��� i si�a�ed and constr�act�d to a��Qia�iodat� vehicles using be�th retail site�. �1� addiu ti�nal �ccess d�iv�wa�s ar�b�i�xg p�•€�posed to serve thzs deye?opnient. . a A planniixg le��el analysis of long teriY� traffic conciitions in the vicinity of the sit� indicaxes that rezoning th� sit� ta C-� zoni�g will �ot sub�tantzally increase traf�'ic I� above whai could be generat�d under iCs eurrent �-�' zoni�.�. In additian, w�ith commercial uses, most of the trips to ths sit� vvould li�.eZy com� �rc�m vek�icle�, already on the roadway� as part of another trip purpose sUCh as goir�p to/froz�a v✓oz-k. Iz� �ontrast, if the site is de�eloped under �-P zaning, typical �:ses stach as general � og• medii�l effic�s 4�a11 ,��r,�rate single puxpose trips. C�nsequez:tly, #he num;ber of re�� vehicl� miles of tra�el that wo�ld be generated i�y tlxe cleveloprzg�nt of�this site should be l�ss u�der C-� �oning com��rerl with �-�' zoning. Tl��as, r��oning th� , site to �-G zoning is consistent with th�objectives of Oregon's'I'ra�sportati�n Rul� re,�ardzng rezonin� of sit�s. f � � Kirtelson cSc Assor.iates, Inc. 2 : � _ �! I ., . I'� � i ,i v I �,, � � '� ��, , ".��� � I .- �i � � � I� � � I < ;� < ; � C -r , c� s..� �� � ��r� ' ` � � '' � I r � ti � �:{ i%�� � ` '�� �I e a '� �'� r �; f � I �� � :� %f� S Y : l ' 1 �l - ' {^� I ;� t ` '' df4�y� � �!'� �Y C�, .�� � I �� �. S�(�cJ�{i�d x!�.rt.�1��W.�,h,<*Y 'f�"� t ��� 1� � i E; r L. .� i . �"t � � :r ��1 Y �j S i '1 � J 4 1 3�t t' �� ` � ) � - 1 y- ;ti � k Y �{i i4�1 �� Q #�_1 �Y 5' �1 !� _ � 5 I tt � � t f�t�� r�y a�i.t rv�k �at y I ' ��, f �, �i t� � '� � �,._ :._,..�I ��,.�.._�.,..:�3 ._.._.�?` _ � �.�.._�,.�,_. �I ��+�--��y �' --� f`q'"93 v �'�v� � e'""� � I� +� �7 d �+ r v y+:;��� }� �aek ��'7 a�� � �Y � 'rcp �",l;�.ri1 �y����1 d f �,t �5;+ 'i ; yl�� 2�r�2 1�� ����FP��� �������{I ili lh� ,. ��' �}. { 5 �.:�S�J..,..�.*.$L:' �". k�e.Y'Y�a` �"`�'}.��F�:lv+ C�.is����w��� I a� � 4 }" S�? �� ��S'�Y'yyy PS I a' ��y '� J�`�� ��{ �`� � ��Ya� I �S � . ��4�s.� �`TY` f .`iX.»GH i��"���` �,'�3 ��95�,.� � �z � �"�����`d �� . r i,�rRi��,f+� ����J;'�.�: °��,l�7, ��'�:�%�� ,I !�'�� �� v �k �w.�'"1'� ".a1vt�� I, 4 �r F ��'� . 4 4's�_ �r��� �.0 � F�E I b } ��� , ���,�iy�� '"� .�' �'{"g, ..i� ��- I i ��y i8m �O � W M � ���fi��� � � d�l��"�?����I�� � � F�br�avy 1993 Westwood:.Pncific Crossraa Anriex Intmdc�cRion ������������ ��C�ff�� @�F"�"�i� F�t����T 'Th� purpQSe of this report is �a pr�vid� an ass�ssm�nt qf the �xpected or�-site ai�d off-sPte tr�nsp�rtation irnpacts associated v✓itln the ca�nstruction�f retail uses alor�g�-Iighyvay 9�9i�(�acific High�vay) in 'I'igard, ���egon. Ttie site is lo��t�d on a e�aca�at parcel thax is g�nerally bounded �y the �acific C'rc�ssroads ��a�t�r t� the �ast, H�ghway 9gW to th� south, � Che��ron service station to tlae west,and�xistir�g re�i�enc�s to th�nar�l�.Figure 1 identifies th�ex.istimg�oad systexra witihin th� area surr�uncling th�pr�p�s�� sit�. Sp��ifi� traffic r�lat�d iss�res c�iscussed in this ���ort includ�: ` �xisting �aa�d �s� ��d traffac canditions irf the pro3�ct �tudy ar�a. • 'Trip �en�ratian �stizriates fc�r ci�v�lcrpment Qf the site �nc��r a�s existir�g zon�ng, th� pg•aposed zc�ning, anc� with �he pi•oposc�d site pl�an. n Ac�ess design and location ar�alysis for the �ite. p '�'he tr�ffic i�npact �f de�v�loping the sit� under ihe �rias�imiu� tri� ��,a�eiating �rs� allc�w�d ur�cder tl�e prop�s�c� zcarai�g �n ?99� p.r�. ��ak hour c�perati��s at t1�e i�ey int�r�eetio�s witt�in th� sate uicia�i�� �a��i site drpve�ays, � The impact af r��oning fihe site t�C-Ci on�h�f��t�re��y�ar'I'xansporta�tion Plan for the ar�a and ihe ga3:e�tial c�f revising th� access sch�r��e for the site. ���s��r ����r���►°��c�� �urrent sit� �Ians �a�l f�r th� constr�ction of a r�fiail out��t cantaiixing a�proximat�ly 30,OOQ sqtaa�re feet of gross l�asab�e flo�r. �rea. T`he propc�sed c�evelopm.ent site is ct�rrently v�c�en.�:. t�ccess to �he sate �will be pravide ttxrc�ugh an exrsting drive�way shared wit�i the �clj�cent Facifi� CrossrQads 5�.�p�i�.g �er�ter. '�'he site is currently zcs��d Comrnercial-Professic�nal Evhich perrr�its us�s st�ch as general offices, rnedical �ffic�s, an� �tflier business-xelated servir.es. The develnper desires to rezai�e the sit� to C-G to maxinuze th� long-ter�n fl�xibility of th� site. Init�al c�nstru�tia�i activities ar��xp�cted to �egin zn 1993 witil �cct�par�cy in 1 g9�'T. `I'he W�stwoad �orppration is applyang �m re�o�ae this �ite to Ger��ral-Com�m�rcial which wauld p�rmit ti�e construction of general retaiI �s�s. � � Kittelson &Associates, lnc. � 4 � � �H (�acyr ro sc.�,�) � , � � �� � � � � � PA�IFIC �° �RCF�SI�C��L�� � � ����'PiiV� �TR. 217 ��-��F� 5 �SIT� . �6 S6i� Fd�iP3E� Rf3n �� 9 t .,, �i '�0� L1�a ��p'p�" �,...e.�. 5�~ � � � x � ,r�g,, ss� � ����o`�'�,� � �e�r ���� �� sT. � s � � � � � � � � � � ���L �!l✓fl�l��° WESTVdO�D FiGURE �� PACf�B� ��O�SROADS �,�JNEx � I�� � FEBRUAKY i�93 IE 866 i i j ; i r n ^ t ' ! . Y. } t � �p: a � r � � _ .>��� ,,.,_ ........� �.z._. ,. ', $ Y� 5� �,r a*' � t � f ,a`v�'t'1 1� , � `k � � ��S ',G ,3 7 s� i � f F .F� r r� � r � st j � � � �h . 'r'� 1 ,� ' jr x � � "a��,� «...._�_a.._..,.. �j.�x:aL..�{ s� �: �,�.....J� 4.✓'...� ...�.u.... s 4 �,"t ( �,.%� � . ; a y g,a 7 :�.'h j a .��,�� { � r`�r 'Y� ���'qr t 3 � ���`°nr�( �:� �' �v b� 1 � �� t' ��` � �r� � �t'i� � �r���'�� r r`C° ° d' S t � r� ,�r� ��i ti z_,,�a.���.,�,!z �'w_.a�� �."?x.,�{� � 2,w u�'ss � ��'� ��'� +�t�'�'� {�r�. 1�� ��.��� dt g,�� �F-"�'7"",��.f?�� �nC"v��,j���x�� �r`S� �'.� 1 �� � F� y�� �{g�F h�iff q '�i 31 y`�`���`t� y �ro N�"" :�r�'zY S� ��t�`+��y � a,�ds.���:.�'7 wiw«:"�...�.�.atik�' ��J:,�,.�r�b,�.�t^? �?.d��i:ax� �44,�� � ri ^,�3.� i 'kt� `6 -0 i 2 1! q�e 1 r���.�a . + 'a����2�� A 1r , ',.. �_ . p Wfm li � � � � � � ����w�� � � � ������ �����t���� � � _ ---- �.� �ebr►a�r�,� 19��' We.�twancd,Pacsf c Cross�o Annex �.zisting C'onditions ��cci�fi�a�� ��r�da°��c��� �a� �����°noe�� aar��r����,c���r ���� a���� The proje�t sy�� is �.5 acres �f currently vacant Iand. '�fi�refore, it ber�erates negfli�ible t�olu�nes af traffic. 'Th� I�.nd ar�a ta the ��est of the site COffit�1IlS � S�XV1C� Sta2lOri. .�t�C.�iXYOTla� Vc�CSII�IaI]C� and s�ver�l si�gl�fam�Zy t�s�de�ce ar�i�cated irr�rnediately to th��orth s��'�he sit�that have ac�ess ta gfaffle �,��enue. �mmediat�ly east of che si�� is the Pacific Crossroads �h�pping Cent�r. '�,o the south is I-�ighway 99�J (Facific �igh�vay). �T'lD�°�e°�,F3� Th� �t�ady �F�a �v�s defined as inciusive of th� site a�c�ss drive�vays, J�a��#ic :Eiig��✓ay fror� �VV I, 7�th �v�r�ue ��st ta the �or�hb�und ramps to �-�i�hway 217, �sid �W 7�th ,��venue fr�m F'aciiic 'I I�ii�hway to �'faff!�: �tre�t. I °T��Si��F3'�A�IC9� �AGB�.S�'1�� !, � 'I'he�srimary rQas:ivv�ys providing ac�ess to th����aeral ar�,a of the sit�inclr.ade�-�i�hway g9W, antl I, �3igh�ay 217 �s sn�i�v:� �n �'igure l.. S�d"78�h Av�n�ae�s a local stre�t. �n �dditic�zi, a project has �I b��n funded to cozrnect �W 78th �v�t�ue wi�� S�Dartmouth Street as �hav�✓�a ir� Pi�ur� 1. This '�i ext�nsion vvall serve as � xr�snor�olla�tor for tl�e �rea south of Hi�h�w�y 99�. �����'T'�ZE�6�J s��� ���1���.�,f�C"T@!!9`� � I Field observa.��ons at tk�e ps�posed site vicinity during t��e p.rri �eak ha�r sho��ed very Jittle � p�d�stz°ian �r �a�:ycl� a�ti=lity throoaghout the study ar�a. It �s �xp�ct�d that all ar tha pyopo5�d � d�v�iogrraent optgons ��iFi hav� a minimal Arrzpa�t ora �hes� tr�vel z��d�s. TE�F��� FI�.�1�.6"�AE� 'I'ri•-l��ct pravi�ie� fixed rout� transi� service alon� I-�ighv��y 99VV. �2ou�e �#12, �arbur �l�d. operates re�uiarly sch�dr.�ie�, all-day service be±uveen I�i.ng �ity ana Downtown Portla:�d via '�g�rci Ti•ansi� Center, �a.rbur 1'z-�nsit �ent�r, ar�d t��. �3�srlingar�e 'i'rans�t Center. Peak-hoear � extensians of this servic� s�ert�� the City of�l:er�voad an tfie southw�st end af th� rout�. �urgr�g � the a.m. p�ak period (7:00- '�:00), service as gxovided fronz the Tigard Transi�Center at head�way � W�i1CY1 1��I'3� from 4 tc 1S rzi�nutes. �uz°ing th� p.m. peak per4c�d (4:Q0 - t:40}, 5�fV1Ce 15 pT'OVdCl��I � both csn a lo��l basis an.d an expxess I�asis betw�en �7oyvntoyvn Portland and the Barbur 'X'r.a�sit .:� ��nter, whi�h resu�ts in a corx�bi��d headway tivhi�h �aries bet�✓een 3 mii�utes and 15 mint�tes. � �'ransit service at this level is cor�sid�r to �e extrerazel� gaod. � � �a ������ ��t����� ��� ��� ���s� �������� �ince the we�kday p.rrx. peadc €�our is the time p�riod when the gre�test total trar�c d�mands �.re � placed on th� surrour�din� str�€;t system, this was th� tim� �a�r�od �hat was used in all subsequezit i analyses. The p.m. peak would be tli� naost crztical tirne p�riod for traffic associated wit� l�oth I of��e-z�elated �nd Gorr�mercial us�s in th� study� area. E,xpea•:�n�� h�s shown that whi4� ret�il � f�'ittclson d'c Associates, I�:c. 7 �ebruary �9y3 FVestwooct:�'ucifec Crossro �lnra�x �xistang �'onrlitions center Craffic by itself may I�e a:s nnuch a� 50 perc�;nt h�avier later in �hP�venin� car oti �w��kends, the combznation of normal on-street traffic and retail c�neer generated traffic is typically at its ax�aximur�� d�ari�g th� v✓e�kd�� �v�r�ir�g �e� ho�r p�riod. Existing weekday p.m. peak ha�r tr�ffic voluxnes wer� counted at th� follovving locations: 1 o S�d 78th A.v�nue (Future Y�arr�nouth St.)/kii�hv✓ay 99�N 2. �iighway 217 I�lorthbnunrl �ampsl��i.$hway 99VV 3, �-Iighway 9��J�'acifsc Crossroads ��nt�r v���t drx��vv�ay � 4. I�i�hway 99dV/F'acifiG �Crossrr�ads C��t�r east driveo�ay S. SW 7�th .A�etYUe/Pacifi�. �rr�ssg•oads C�n�er 6. �W 7��h �Aveaaue/Pfaffle St�e�t 'I'h�se naanu�l ea�affic counts�vv�re c�z�ducted L�t�een the haLtrs caf 4:QC�p.m. and 6:00 p.m. dr�ring ' mid-w�ek days in 3anuar,y� 1993. "I"h�se tw�-hour observations r�vealed. th�t th� weekd�y �eak h�ur a�ccurs fram 4:30-5:30 p.m. The existzng traffic volumes are show�a in �i��ar� 2. CG,a,�,�e�►t d.e�sa�t� �f�t�rvi�� A�} i,�vel af��rvi�e (i,C�S) �nalys�� described in �his report �v�re��Y•fssrra�.ed in �cc�r��nce wizh the prc+c�dures describec3 irr th� 1°��S ��ghvvay �a�acity IVianuai.i E1. descr�pti�z�� �f th� I,C)S ' Cor�cept and Ylie�riter�a wtaich d.eterrni�e L,C�S is�r��ided in Appendix A. ��pies c��'tl�e �nalysis forms �re a� fil� anci r�ill be znac?� av�ilable up�n re�u�st. In arder to �ssur� t�at t�is ar�a�y�is is , bas�d upon�vorst-case car��i�ions,these procedures use the peak 15 minut�pei°ic�d�Iavv rat�during ' t:he �ve�in� p�ak. Y�o�az• in their�val�aati�n €�f�Zl inters�cti��x l�vels af servi��. Thus, th� a�alysis ' ref!ects coz7dati�ns that are only likely to �ccur fc�r 15 �in�tes o�t of�a�h avPrage wee�d�.y. ��r I the remainder o�ea�h v✓�eYcday and througho�at th�weei:�z�dsy tT��l� COY1ditI�Li5 ia/1tkD1I1 tt`A� StliC�� il impact area ��e likely to l�e l�e�t�r tha,n that des�rg�bed 'an this r�t�ort. Rt �ig�aaiiz�d i.nt�rs��tians, j i,JS "Ly" or�etter is coi�sider�d.a�c��t�bl�. At unsign��ized zr�terse�tiox�s,L�3S "E"is�€�rs�d�r�d , accept�bl�. It should alsc, b� n�ted tha� the prQCedures tcs e�tzr�ate LC�v at unsx��alizac� i?��ersec- �, tians are very cdnser�ative and sia not accourt for sp�cial canditions such as paps crea�ed for sic�e 'i street �ehi�ies when main stre:et tr�ffic flows in disiinct platoons. I Tabl� 1 i�ientifies t?-i� results �f the L(�� Galculations for Pxistim; conditions at t�e study area I'' intersections. t�.s sh�wn in the table, both the si�nalized inters�ctia�s in t�� study ar�a ar� � operatin�; at an ac��peable level of ser�ice (L,O� "�"). 'The ur�si�nalized i�aters�ctz6,n aloz�g S� � � 7�th Street also operat� at good �e�els af service. The unsz�raa?ized ciriv�ways toffrc�in th�Pa�ific � �rc�ssroads Center alo�� �-Ii�h4vay 99�N cs�erate at �.,(J� "I�". Th� most cxikicafl �x�c�vement �i�e ai � � the�� driveways is th� I�ft t�.�r� rrzan�uv�r �c� go �astbounc� on �ighwa� 9g�1. Thes� vei�icl�s i .� typicail� have to wait f�z• a gap ir� �:i�hway 99Vd traffic which wi�l o�cur zvhs;n tha traffie si���.l I � at the northbound ramps eo Highway 217 or SVJ 7$th Avenue turns r�d for�ighway 93�Td. �ehicles � in thuse driv�ways can make their zn�z��uvers da�rirag the cha�g� intervals (wh��l alI tx•affic is stppped al�ng Highway 99v�1) and wh�r� there ar� onIy min�r volumes flokvi�ag fr�rn side 5tre�t tra�fiG (S�78th �'►veraue). �iven the lon� traffic si�;nal cycl�of thes�two si�nals t�urin� the p.�n. 1. Highwmy Capacity manual, Special Report�09, Transpor7ation Researeh Board . � � � 1�idtelsai crc AssociaPes, Jnc. 8 I I z I III ��� �� I �-�•— �ev dv �ao�rw � � � � � � (PiOT TQ SC+&I.E� 2s� � ti� 3o,,ae 'R�2 I ��� � 9z� �� �o I 93�.� �'8� �aa� ���a �I � � � � � � � � � I � ��°� � c�v�°o� '�I ,�o � ..�.._..�..- P�4�'lF'!�' i � � CROSSRQA�?� I r°° S;�'�PP1AlG° ' CE'�1T�R � � PF�FF�.E � �� �� ' ���� ---. �\ � ��� w� �� � � � � i �, ao.� ��5 r � ���a� � ,�,� � � ��� �� � ������ ��� � � � '----°�. — �,'"..°---- � u� � �n a9a � � � �63S 2�,� �,3 �tE.� �.�C , 9 55t}� •R� 9 400 4 650�+ � 7 9�S 1�a�A� � 1��C1 � � `'� 't � E������� ���o P��� ���� Tf���°�!�' �JOLiJ1b�E'� WEST'V�'D0� FoGU�E PA(:iFIC CF�OSaROF�DS ANNEX � �� � FE6RlJA�'1' 1993 �� se �ebruary i993 C��SdWUGCt:F�(1Clf�C CCOSSTO Annex Existi�cg Condi£ions ���,� � � ��i�tin� �.RoA ���fr� @��a,or L,�v�1 aa���r�rd�� �ig���iz�a�4 �1ns�gin�a3��� R��. 6a�#er���lti�� f��el�gt �//� LO s Ca�p, �t9� j .Cdh �3 „� ..` �49 �:. . 1. SW 7�4h Avenue/Nighway 99VV �3.9 t3.8i �i ��y} 4��� � F , �°� '� �,��: �� �� � t t��t�.� � � 2. Hic�hway 217/Highway 99W 11 A 0 74 � � ��, ���� � � ,��q����� �xx'W.�S�� L� ' �'��t�������+�'����ac�°b���<sx� V � I 3. F�f�9tl�/SW 7�4h Avonu� ���,�.�y �: s+���';%��°���`������������� �.Ei` A t, d. �-3,y .;v .,�";:-:s'��. ��,._ .s i�.����+�3«�x����r�4���`'''���x��Az k s 4. SW 78th A�venue/Pacific Cro�sroads Access � F f �s �,� s K�� � �� ��,,,,��. 404 A � £° o!Y 4 � +' €�sx� Fks r '�,7 F1�HCx£f'x`s'���sE s.'��'�y Ffify�z3 z �. 5. East Access/hiighwa�r 99W k,.,.ry����h� £ �_�a � �> ������'�� 91� D '� s.<.�,sx 3���a.".,?..�c',�t�..�s�..�'^y,;:sC�'..,,"�. ". �'37%*��5'z,�'2� ; �'�rh.�'���F�'1�.ix��a�������ie��€`�"`� S.West Acce�s/High�rvay 99W r�y��<�����.h=�����,�����s ���'"�����": i 15 D �` Average vehicle delay at four-way stop interse�iibn, v/c=Q.3fl ��ak hour(appr�xir�a��ly 130 ser.�nds), rn�any ve�iicles h�adir�g eas�bot�nd oc� Highw�y 99W exit: �he Pacific Crt�ssroads 5noppi�ag�ez�t�x onto��17�th�treet aa�c�th�n turn I�f�ae th� traffic signal ra�her ttaar�wait kt�P�e t�nsign�li��d driv��vvays. l�p�e�dix�3 r�v���vs th�calculatiaYx of the r�umber of�aps �ncl capacaty at th� �i�hr�ay 9}� c�ri�vevvays Co tr��Pz�ci�'i� C:rossroads Sfioppiz�g Cerrt�r. �i�aliy,a�pecial st�dy wa5�erf�rmed ta deterrr�.ine if t�ie�tackang c�fvehicles trzvelirzg v✓estbounc� on �iighway 99 currentl� ext�za�s past the �est drive�ay tQ th��'aci�'ic �rossro�ds �er�t�r. T�is driuevvay is Icscated apgroxirnately 32S feet ��ek alon� the westbourad �gpraach from this �, iz�tez•section. 'I'h� r�axzzntim�ength of the qtaettes �xtendia�g L�a��C a�ozag this w�stbound ���proa�;h was observed �nd r•ecord�d during the p.m.. peak hoi2r. ll�mst c�f the tirrie veiaicles traveling ,�est�ound typical]y go thr�ugh both ehe5e inters�ctioa�s anc£f�w vel�i�les are s�op�ed at the signal at Highvvay 217. '�'he �auzlEs f.r�m this qaeu� stucfy fou�d that9 un �vvrag�, the maxirrkurn qta�ue , ira either west�ounci approavh lar�e was sev�n v�hicles �I�zch wduld typi��lly occu�y o�l,y 175 #'aeY. �i�Iy s�n�� during the peak hour �vas tl�e driveway blocked by �etticles s�opped alang I�ighwag� 9�W, and then �'or less than 3Q s�conds. � � �'L.�P�4��L1� '�'�6'�JSPC��$"['�a7°BC3�3 ln/9i°i�f���i9�`8���6°�'� h � � T�iis section discusses funded t.ra.�s�orta.tion irnprov�rner�ts i�Ult�'t1I1 th� stud� are VV11YC�"1 ar� .=� expected to ia�fluence fiit�ar� traffic patt�rns. �p�cafically, as d'asc�rssed previously, �artn�sautY� � �tr�et wi11 be exte�d�d to connect the i-5 sauthbol�nd an-off ramps to�3ighdvay 9�W. Dartmoutli � Street wiil inters�ct�ii�hw�y 99W opposits S�I 7�th Aventae. Initia�ly, I)artrriouth Stre�t will be cor�struct�d with a thr�e�lan� cross-secti�n cansisting of one �rav�� lane in e�.ch d'arac�ion and a �enter left-turn la;ne. Th�se improveza7ents and th�assumed inters��tion lane�r�n�'igurations and c�ritrols a�e illustrated in �igure 1 and 3. , Kittelson c�Associates, lnr.. /p �' ldOfiTN � � (NOT TD SCAI.Ej � � > � � ��� � � � � � � � � �R05S��oiD.S III � �Mp�'PP/dC � � C�'MT�'�' ������� � � �� � �.� �! �I I � �� �� � �� � � � � � ������ � � � � � � � � � � � � � � � � .� � .� �. � � � � � � � � , `�, �' � � F�aE� �'LC3Yo' '��' � � A� �� SNALL �IDE ST62EET (+� SIGNAi,..IZ£D Ii�T��iS�GTlOVV bVlTh4 1AINIPAAL TFZAFFi� L'� � ��11r6�E°�7 9�f�F��'����°�T� ��� Aa��3�°�� L,�3e6� �QnlF��tJF�,��'1(7t��' 1A(ESTWOOD �� FfGURE �a �'��I�'IC CF2����2�ADS A�1NEX � � �EBRUARY 9993 aes o0 . . . . . . � . .�. ���i i II II I +, i � r , � { ���' � ���1 di���. � � r r �� � ?� t; + ` 4 t a Y � q `���� 15 � �� ,,� k � Y _....�v. ._ r .� �. tl, � .. # -...,_� .� t T. �� -0.r;�'� �"^Y� � f e-�'�} � � i�t 7il� } ;`iG X 9 t - � t �I I C tY;�'r 4 R ,iat 34 F { r* ,3 ' a �Y � � 4� � �1 .� V % �tf �r L 5` !� � 'r�. F S +��' v �� 4: �!r�� { x�6r �x i ���� ;1 �� � � �d ,[�( x.� �,'�,���".t^R���� h�'������V �,�4��7�u� i } Y{'� Y f t�r s ^YS` 4 a { ] ta'��j r�tt M �'/�'st#� � sy31 x4'�if°�v� �1 �K �'�,� � �I I�kC�, ���1{ �� < t'.��r� �`1r,� � e i .(��yf ie �k'� 3�f9 � _ ��tl'�� �L a L f {I .. F � ��3 3!i.>,7.,.,� ..t�� � `�.se.� �1'�< :n°�� i�Y .,._.�..L r ��"; t�����` �5y`'���✓e.�" {5 '�X��tti 1 f{4w�"�� ,r� �l R�� �h{'S��"i$�� ���y��j2 t �ii?i,i }3+,i�,� �^ 4 �t �y � r°'-t 4�7'`��" �'�i"; � 11 J' 3e r t �' ,� �.r a S >�q � !Pr dr F cN. a t ����"�,�s;,���` k���'r4���`�:?t ���4�'�'�'� a��un�'���5 a� r�,�; � �� �.,�.��,s.�s �,k�,,.' ,. ���J�^a��� ���� � ������ �� � �� .�.y ��wL'��q : ��,c 4�,� t.fi�5 �b ,,� �iiL,�;j �,y�,���, k.. t'.�,. ���'4� `�d x.t' � �v�ix ,+£�"f s..c.� �Y�a '�.4 �C 4. .�t�"` . . . � � � � � �0._. P"" � � ��°���7►�"'� � � . a ��� . ��'��1� ������ �t'1����1� F'ebr«ary 1993 Weshvood:Paci�tc Crossra �9n�iex Traffic/rtipact Anr�lysts ' • � ������ ������ �������� I', � . �� The impact of traffic �enei•�ted by the p�oposed dev�lopment and other uses pertnitted with the pr.opos�d �ez�ni�ng of the Westwood site v✓as analyzed during ever,ing �ueekday peak Inour as follows: � = Background traffic vo�umes on ea�h k�y road s�gment vvit�in the study area were �stimsat�d based on Qbsexved 1993 vveekday evening peak hour conditions, traffic dzversions bas�d on th� planned transpor?ation ir�iprovemer►ts previously cited, and a recently submitted traff;c stady f'ar the Cu'b Poods Cc�mmercial �Center. � 'i'he placetne�t at�d �iz� of the proposed developmer�� wer� coa9firrr�ed. W The total number �f p�s�k horar and daily trig�s, �oti� an an� o�at of the site a�ve�•e � estimated for the c�ar��nt dev�lapn�ent plan as well as ather "�naxi�rrutn Ir�te�sity" i lanc3 uaes perrreitted under the sit�'s curr�rR� �r�d �roFased zor�ing. a The travel patterr� to/i'rom adjacent retail u5es onto nearby roadvvays was exaniir�ed � to abtain an estimate of tYie lilcely directional tri�p distribution pattern within the study area. m 5xte-g�r�er�t�d traffic predicted �or the v✓ee�Cd�y p.rn. pea�C hour was assign�d ta the raadway r��twork and added to backgxaun� traffic vc��umes d�ve�€�ped fc�r 1.994 conditir�ns. a 'I'rdffic ci�s�ands on �a.c�.road�ay facility wer� anaiyz�c�lo Acic;ntify any capacity ar ' leve.l of service deficiencies urtc�er projected �994 c�nd�ti�ns. � Future 2�J15 traffic canditions (ar�c1 hov✓the cl�ange in the site'� zcni�g woulci a.ffect these volurr�es) v�rere a�sa �v�luat�d. A detailed dzscussion af t�is �eehodalagy �t�d the analysgs res�alts is �o�atazi�ed in ttae rerriairzder of this report. �A��6(`a�3�1�.b�4[� lSC��T.A¢iB1� C��iO��,�?i9N6�fe6"� 7'he f'irst step in the �ra��zc impact analysis process is to estzmace traffic voluanes that wo�ald hav�; occurr�d regardless af�vheth�r the site was construc[ed. A rep�rt was r�cently submitted to the � Ciiy of Tigard detailing the tra��c im�aci of a�C�la Foo�i��ominercial Center that v✓il1 be Iocat�d � sonth of ti�e study area along �artrnc>;:th Street.z �'his study incl�ded a detaaled analysis of the �,, impact of cdnstructing the S�artr�aouth Stre�t extension and other rc�adway improvements in the �" 'I'igard T�iangle area on tra�fic v�.lumes along �igh�vvay ��'4�I. 'I"he c�z•rent traffac study fo� th� � � 'l�T�stwood site uses th;e 19�4 U�ckground traPfic�stimates from�he Cub Foc�d 5tudy, and inr,luc�e� � the ac�ditional traffic generaeed by the �ub Foads C�mmercial CPnter. 'These traffic �olur,nes are � shown in Figure 4. 2.T'ranspartation Impact Study for Cub Foods Comrnercial Center, Kitte3son �& Assaciates,Inc.F�bruary 19�33 � Kittelson c&Associates, Inc. J3 i � ��� �,� �—�� �NN � � � � � � (NOl' TU SCALE} zo� �. �0 3Q.� �Z 20•� � 9 25 � 1� d�q ��iS� �95 �40� �2� � � � � � �v�r� ° � �r�t�a � ��� ti � � �.^ � � � � � � � F��F�LE �Q �� e.�°� 217 S IT� �;°�-`- � �`'� ��� � � � � � � 70�� ��a ;� �a�s�► � o7ss � xy�� � �r� ��c�� ��� ��, �� I I � ,�`".�`� �.. � � � � � � � � �fi70 20� �5 �0� �30 1868� � 149v �78�� �2t25 i760--e► ����5 � � c.e .— �oe�rc�s Tra96ic Impa�ct S4u�q Fc�P Cuu Fe�ad� ��ero�vaea°ei�i C�nt�r, Kiffwlsa�n � ,�$sa�., �e��. J�n�ary 13�3 1 ��3� ��i���G�'��'�JC� T����l�' 1��L�1R���' �'1�`�# ��1� F'+t?�D� +��1�7`�'� O�VVE�TTVs►"pC3Q �'6�u�E � PACIFiC t�F�QS�ROAQS e4Nf�EX � �� r �����a� i 993 4 � v I F'ebruary 1993 �I dVestwood: Pacifie Crossro �4.nnex 7'raff'ic l�npact�4ntttys�s ����C�Pd�l�@�'4'l�i��6� CUrrent sit� plans ca11 fot• the coiistruction of a retagl outiet cor�tain�ing approximately 30,Oi�0 sc�uare feet of gross leasat�le f7oor area as shov✓s� sn Figure 5. The site is c�arrer�tl� zaned �or Coanan�xca��-Pro#�essi�nai us��sueh as general and m�dical officPs,and business-relat�d services. '�he�7estw�od �orporation�is proposing to rezone�his site t�a Ge�aeral-Comraler�ial d�signaYi�n II to perrrtit more general retail uses. UndeX either zaning, the prirr�ary access to the siee will be a direct access driaeway t.o �-Ii�h��ay 99W thr�ugh an existing �nsigi�alized ciriveway on the wegi side of tl�e Paci�ic �rc�ssroad Shoppiflg ��a�ter. �Jhen the ]Paci�'ic Crossroads Shopping Center �vas ��nstr�ct�d, this driveway w�s designed to �Is� accornrrbodat� traffic that wQealci be �or.�i�►g to/froan this adjacent parc�l. In addition ta using this shared driveway, vehicles ta/from the � Westwood site would also be abl� t�o use the other driveway accesses to the Pacific Crossroads �hopping�enter. 'I'hi�wil�be particularly irnp�a�t�r�T for vehicles turning left oGt af th�'67o�est�,v�od sit�, �✓hich �ften use the driveway onto SVV 78th A.ver�ue rathef than w�it fror a �a� .in I�ightr�zy 99� traff�c. s�� ��t���°�� ����C v��u��� .o '�'his sectaon �vil� coF�sider the traffic that co�i_d �e. �enerated under typic�I us� t�at mig�t csecur on the site ur�der bo�h �-P �i�d�-� zanzixg. I'v�o�t of the uses allo�ved u�nder C-P zoning are also allovved under C-�i zan'rn�. f�isQ, Up �0 1S per�ent of the squ�re ��otab� constz•u�ted �a�der C-P zonin� car� be general retail use�. '�'hus, if a 30,fl00 square foot of�ce buildi�A� is canstr�eted, 4,500 s��are fe�i of' general retail uses could also b� consxru�ted. �t should �lso b� noted ���at giver� the 1QCatic�n ar�d set�ack of t�e site f�•om rTighway 99�, sorn�retail uses s�ch as a fast food restaur�nt�vo�ald r�ot be likely to locate on the site, Instead,the sit�is mor�arlenable f�r a sin�le large retail use. Estirz��tes of total claily and pea�:haui•d�iveway v�lrames for a n�imber of possi�le uses under th� �.iff�rea�t zonir►g desi�natic�a�s are p:r�senteci ir� '�'abl� 2. Thes� uses repxesent a range af d�velop- anent ihat coulc!be c�nstructed on ��e site and are bas�d an what could be�ra.c�ically c;crr�str�tc�ed � on the site given the buildin.gs size, and parkin�requirenn�nts. Faa•�xam�le,�x�der•the�C-�'zoning ! a 35,4�D0 s�uare foot offic� builciing �cou�d be curstr�cted �witli surface park�r,�. .�. larger office I devel��ment w4uld reqiaire some oi its parking te�be accorrbmodated by a d�c'��aricing lot. �It�st of these �stim,ates are baseci on trip rates fr�m ernpiric�l observations �t many similar-siz�.d us�s l�cated throughaut the Uniteci Sta�es. 7'�xes�en�piz�ical�observ�t�ons are suzr�.mari�ed in a standard 3 reference, �'�°i� dX�raerca�i�aa 12��aort, published by the Institute of Transpartztion Engir.eers. �r� �.dditiorz, a traff�c c�unt was cond.�eteci ciitrin� �a weekday p.m. pealc period in �'ebru�ry 1993 at the Tigard �ffxca ]D�poC store. Carnparing the trip estxmates sh�av✓n ir� Table �, iz�dicates that the numb�r af r3aily trips going to the site woulc� be highPr with rekail t�ses perzn.itted �and�r the �-�G z�niz�g, but it m.ust be kept in mir�d (as c�etailed in the n�xt section) t�at 50 percent or �nore of traffic to many r�tail t�ses �am� from traf�c that is alr�ady on the roadv✓ay as part of another prirriary trip such as going t�/from work. In c�ntrast, mosx the developm�nt that would o�cur uncier the �-P zoni�zg t�nds t� be d�stination orier.�ed and would generate single purpase trips. �Given this,the uses perrnitted tander 3.Trip Gener�tion Report, Stri Edition,inseitute of Trans�ortation Engineers (I'r'lE), ]991 � Kitrelson &Associates, lr�c. 15 — _ _ � __ - m — – ---�� ~ --------.�—�.✓.�_�r.�e_�er-----•--- �p'„" > '- —'--•— ` _"'_ �_.'_ .��. �_�-__ :14 . . •, .�..�������� �� �� a?I • /��� r�f ' � .. ' . ' I " �9�'/:s7su£ � -� � .4�'Y.ni!- .�' n+ ti�n' . .�_M � ,. \ . ... . � � � �-J iv.ffi/ . , . - -- -. . _ _ ta,=a9[ ` `• ��� /�r'��9��j�jy J/..N :s) :�, �� _TJ r ..L._' ��w- � `• . !S_" ' � ' ' »° - - , .s �—���q� _ � � -- . 6t ; i°,: ;!s�a;et; �; � �r�' ' �ee%�,wm nve,s�wa.�• a Ga>sr-ex.vr ' .. • .ease.��e�+rT_ ) �'p '�' � _ � ° . •�'I I I I 1� —..a �' . laira�.�'a5��+ �3c;u�;, ' , ° . . - 35,,ao r v.i° ' _ . . '° °�, .' a' ' o,.�,- � '`�� \ '•:a,er.u� ' ;.� � �` -�: ��� 'i�».�-,•�....� ,,A�� /, ��i' . . a � • .``�.��\ \ . � "�• �� ~ � / � . ,;. •.C�_' ., - - � �- ' a�w:�\�� - ' � � ���i �/ I . :� / ���-' �=' : .,�-� � ' ,� ;� ,�,- .4 �� � ��� /� l , � ���1�/ f � ��� >ir4i�iJ � � ! , � ��S/!-.� � ,/ `, ,�,� � .�`4/T�t3y / /� I , � / � � � � ,'\1 `U` / � / � 1 � Q / / I I �►���c���� ��r� ���r� WESTVV�C7D FIGa��E �a PACi�"OG �F�OS��?t�ADS A�lNEX � � � FE9RUAF2Y 1993 a� February 1�93 TvVestwoo�l: f'acifcc�'rassro ,�nnex �'rceffic len�xact Analysis °T�bB� 2 L'�r1's��t°A��t1 04` Tt'ip �'a�Pt�t^�fi�e9't �at° �!f#��'�el$ L��t�3 1.1��� Fa&�i°�'91►i��Ci v�s9�CFt II �orr�rn���i�9-i�r�����i�n�i arvc� ��r�e•va�a°�8����a����aB Z��ievg � L�ae�� 6.��� �!1'� �o��) \SeB�i�l�e �'r€¢�� i e4olRf�o Faea�s i°�oa,�r P.�i. ���dc 6`6taur Ca�n�erca�!-P'ro��s�9ora�t�c�aair�� �i�e ���igr °$°���I �6�9 C���" '�i"ot�si i6� t�L�'i' Office (7i 0) 35,(3007 63� 85 75 10 85 10 75 OfiBce with deck p�rking (710) 60,�J00 955 130 115 15 i 30 '�5 115 Nledic�l off ic�(720) �O,a00 1,60C1 1�5 1(�0 �5 200 60 i 4t� � Past O�fice {732) 10,000 3,500 250 125 125 35Q 175 175 ,�. �� ; ��-,, *� ; Existina�ffi�� �9�ps�4 stare 34,OOp '"3� ��� ������� ���"��� 1�0 75 75 _ `''� : ;�'� z�.>..;x j� r-„�.�. �,' _ _ Rl�9�9itiore�! u�e� p�rrni�8��!wi8�a ��r�san�rr9�i�G�a��r�l Z�es�ng ��neral Ro4ail {8?_Q)° 3f,U0Q 3,35t7 80 �0 �� �05 150 t55 High-Turnovar R�staurant(832)° 9,000 � 1,�45 100 50 50 150 75 75 * 50°!0�r rno�e of the trips generated by these uses w�� lik�ly come from vehicles already on the roadv�ay the C-Cs �anin�; would not sig�i4'acae�tly i�creas�the n�am��r af daily v�hi�le trzps on the roadv�ay comp�red to �-�zc�nii�g. I Comparing a.r:�. peak hour trzps, t'�e us�s per�nitt�d u�der ti7� C-I'zaning v�ould lil�ely generate m��•e trips than thos��,erm.itted under the�-Ca zon�ng. In fact,nnan;y diff�rent typ�s of retail stor�s are r�at even opeBl�d during the a.m. pea�hours. Cornp�rit�.g t�e p.m. trsp e�tirn�.res inclicates that the uses permitted unde� the C-� zoning wi11 aenerate r�nore total t�ips, e�aen though t�e number of vehicl�s leaving the site woul� b� similar. Caiven t��e high p�rcentage caf retail traffic that will come frani vehicle5 alreacl o� the �oaciwa the im act ttaat re�ail uses �iil h�ve �rt off-sixe Y Y, P intersecti�ns will be aPproximately the sazxae as the office-r�lated r���s. Fznally, using the coun�s �erf�rmed and d�tailed undex �he �xisting Canditions s�et�on of tciis re�ort, tk�� trip generation of t�e �aci�'ic C;rossroads �hopping C�ntet•was �valua�ed. '1'hi�r,enter currently contair�s apprc�ximately 36,�0�squ�r�f�e�of gez��ral reta�l uses and a 3,000 square foot Arby's restaurant. Based ox7 I'l['� trip rates, this Center was estimatecl to generate approximately 42�p.�n. peak hour trips. However, the co�nts pe:forinec� indicated that only 29�vehicles turn�d into and out af tlae site, approximately 70 perc��Y af tl�� ITE estimai�. This l�v�er tr�p �eneration rr�ay be�ttributal�le to the uses in the Pacific Cx•assroads Shopping Center,tk►e]arge traffie volumes on Highvvay 99W that make left turn movezn.ents o�at of the �enter difficult, the aburidanc� of � retail along �-iighway 99W, or other factors. A daily traffic count was also p�r�'ormed at the driveways to the P�cifi� Crossroads �hopping Center that yieided similar results. '�'hese daily drivcway caunts were approxirnat�ly 70�aercent of whaE would haye be�n pr�c�icted usi��, th�ITE , Kittelsun dc Assnciates, Iric. )� i Februury 1�93 i Wesrwc�ocf: F'acific �'rassro Annex 7'raffic Im,p�ct Analysis tri� rat�s. �ased o�a �hese �irediaa�s i� this report, it as lik.�ly ehzt �h� t.�i�s esxirnates ��ed far retail uses for the dJestvvooe� site might be somewhat higher than what vvill actually occur. To conduct this traf�c imgact analy�is, the traffic that will be generated by a general retail center cant�ining 30,000 squar� feet of ga•�ss leasable area will be u�ed. 'I"his assumption will a�esult in I th� hi�hest turn voyumes at the site's drivewa�s and have s�milar off-sit� traffic vol�ames ��.nd � impact) as uses perrnitted �vith C-P zoning. e4ea�9gf�i� cs�Sh��psr►g 7"ri�a 7��� I As noted above, eva�uating the traffic zmpacts of tt�e proposed developr�zent on the,sur�ounding street system,it is im�artant to r�alize that for commercial deve�opments, there are different types of vehicle trips, and that ea�tt ty�� h�as � different effect �n the street system. Genera,lly, th�rP are faur ba�ic types af trips associated with any retaiUc�nnm�a�cial developrr�ent: 1. �s�o�r-in Trips — These retail trip� already exsst on th� ro�ad�r✓ays that provide prirrxiary access to th�new r�tail t��nter and ar�bein�made for sopne purpose ath�r than shc��ping �t th� praagosed commereial eenter (f�r exas��pl�, �on�c-eo-�v�rk). �ro�-in trips do not result i�i any increa.se in �iac�gr�und Eraffic valu.�►es �vithin tl�e �tudy area. In fact, the only impact of the�e c�rop-in trips occuf•s at th� site dri��ee�ay(s), wh�re they becozn�turnbng mo�ements into and�ut of the pz�o�osed retaii �;enter inste�d of throu�h niovements. Therefc�re, drop-in tr.ip� have i�o additianal eff�ct �n th� road syst�rn beyor�d �he developrrbent's drivew�ys. 2.�iuer-te���-aps—Th�se �hc�ppi�i�trips are curr�nt�y b�ing dravvn to ath�r Goznari�r- ci�l �ctivities th�t cc�mp�te �vit�� tla� proposEd ret�il ce�ter, b�ae ar•s redirected to the new store wh�n it c�pens. This redirectic�n usually accurs �iecause of arc improv�rnent ir1 shc�ppin� cc��.�enience and pro�imity fa�a� th� aff�cted driv�rs. �iv�rt�� tri�s wiSi re�ult in 3r� increase in ��affic v�Iumes vvithi� th� imzned'aate � vicsnity of the site, bi�t ��ill also resralt ir� a decr��se in traffic v�alur��s at ot�er location� withir� Che area (i.e., in areas wher� �hey usesl t� shop). Ther�:fore, th�s comp�nent s�f the total ��n�rat�d demand causes no charzge in the t�t�i n�mber of vehicTe trips vrithan the area, �ven thoug� it znay add to the number of trigs I within�he in�.rrzediate vicinity of tZle site. Another sir�e bez�efit is ttzat by �livertis�g, these trips aften cause � itet reduciion ii3 Yotal vehicl� rniles traveied an �he area-wide transportation syste�n. '�'his is a comnno�a sen�e abservatian, since i� is difficult to imagine that many driv�rs �would divert to a new retail �ent�r in oY•der tr� travel a greae�r dist�nee than th�y dzd pr��vic3ugly. 3. Ca�tured 7'rzps---- Ia� the �bsence of the pr€ap�secl r�etail cent�x•, Chese vehicle trips �vould �e rt�ade by the adjaining r�sad�ne�s, neighbarhoodsy and b�sinesses to mora dista�t retazl centers r�quiring travel on maj�r ar�erials and highways such as Highway 99� ac�d �ii�hway 217. B�at�ecause of the pa•es�nce of the prapmse�. r�tail center,these vehicle trips ar�cagtur�d and thereby prevented from traveling on the n�arby arterial system. As an exara�ple, persons living in residences just to th� nc�rth of the site w�ll iae able tv make at le�st soix�e �f their shopping trips �y walicing mode rather th.an by vehicle. Similarly, residents livzng f�rther away � from the propQS�d site will b� able to satzsfy their n��ds for ret�il good� by shopping at t�ie pr�posed ratail �ei�t�r a�d therei�y not travelling fvrt�er an Highway 99W ta reach other shc►ppin� areas. Tl�e net effect is a red�action in th� � kit�elson &Associates, /nc. 18 i� February 1993 ', 6�Vestw��e�d:Pacdfic�'rossso ,4nn�x Trc{ffic lmpact Analysss I, �� !, aynount of�raffic on the ir�mediately adjoimi�ag arteri�l stre�t system that offsets, to sor�7e de�gree, the additional traffic brought ini.o ehe ammedia.te area through the I diverted trips descrzbed above. 4. 1Vew �'rips--'Th�ge rerail trips would nat hav�been rri�d��,�vitho�at th�e�istence af I the proposed retaii center. Therefore, this is the oz�ly trip type that resui�s in an i, aza�rease in th� total number of vehicle trips ma�le within t�de ar�a. ThesP az•e also tk�� oi�ly vehicle trips that represent additional vetiicle miles of travel or► the area-wide transpof•tation system. Althougka traf,fic engineers have long recognized the existei�ce of these four different types of � ret�il tri�s, untii recently very littl�research has be�n conducted to d�t�rrt�ine what praportion of 'i the tatal r�tail c,entez°-gen�rated traffic dennand ca.n be �ttrit�u��d �d each af these trip types. 'The Instit�aee of'T'r�nsportafion Engine�rs has pe�t�lished a �ummary of trip type investi�a�xons con- � du�ted across tih� Ur�ited Statcs that is useful to th.is anal�sis. i According �� i�'� Trip C�e�aeratian �epar�t, t�1e pro�ortic�n of�.rn. �nPak ho�ar trips �en�rated by a I xetail cen�er tt�at are p�.ss-by or drop-in �an l�e relat�d to eith�r the rez�ter's size or. th� average dai�y ti�affic volume or� the Y�oadways a�j�c�nt to the ce�ter. �r� the cas� of a g�neral retail centey contair�ing 30,000 sqsaar�. fe�t C�LA, �hese da±a indi��te th�t 6�s mu�h as 65 p�rc�nt of the traf�c wil� come frarr� pa�srby traff�c. �onsequently, tc� znake thi� traf�'ic inrzpact anaIy�zs canservative, it was assum�d th�at only 50 pere�nt of t.lie tr�p g�r��rated by the site �a✓ere fr�m vehicl�s p�ssin� by the siC�. I'he pass-by trips wez�e assum�d to ecarr�e frnm traffic along I�[igh�,r�ay 99�J. �-�ac� ��s�i�t��or�ia���'�����°r 3'he distr.ibution af sit�-g�nezated trips onto th�*aarlway systern within the study ixnpact area vvas estin��tecl frorr�t�e count5 Yakeii at the F�cific�rossroads Shoppin��enter. T'hese co�ants zndic;ate th�.t agproxianately �alf of th� vehicles �arn�fronn the east on Hagh�vay 99 and half fr�m the v�es� on �ighway 99�1. (�ome of these �vehicles came fram P'�affle Stre�t, but tnany of ti�em are using �his stree� to avoid F-Iighway 9��d. Giver�the location of the�Jestwoc��l �ite, and to forc� mc�st of � the traf�c thraugh the most critical interS�cYions, this 50-JO as5umption was mac�e.) As a result � of th�ese analyses, the estirnated trip dist.ributzan p�atter� sht�wn in Figura E was pr�pare�i. T'h�s � figure also shows the assignnzen.t of eraffic onto the roadv�ay network. All pass-by or drop-in � trips were assumed ta come frorri I-�igh�vay 99�V. Appro�imately half the vehicles ieavi�g the site to he��eastbound on Highway 99W yvere assign�d ta the site driveway directly or�I�iighway 99�V. The �ther 50 p�i•cer�t w�re assigr�ed to th� Paci�ic �rossroatis Shoppir�g Center �rivsway on S�I 78th Av�rtue and were assumed to ti�rn left onto I-Ii�liw�y 99W at the traffic signal. s����������� ������ �� ������� The bac�.g�ound traffic volurrzes in Fig�ire 4 �ere adcl�d to the site ganerated traffic vol�aznes in Fi�ure 6 to project thP total p.m. pealc ho�r ti•affiG volvm�s sh�wn in Figur� 7, Tabi� 3 summarizes the results of ihe int�rsection LOS analyses urdr;r 1994- backgrot�nc� condi- tic�ns. Table � pres�nts the izlters�ctaon LC3�i results far 19�4 �r�ffic conditions with the �ssurrbed ' r�tail ceii�er. "T"h�se results indicate that the signalized int�rsections along I�ighway 99VV will sti11 operat� at acGeptable levels of service even with the develogment of the West�oc�d site wi�h its most intense us�. Tl�e dr•ivewa� cnto F-�ighway 99'�i, F,vill a��rate at LOS E, which is �lso � Kittelson �Assoclates, Irtc. �9 � �� /��O"�� ' / r;°ar� I, (i�UY TQ SGdI.E) �I a5(z�j� II � � I � � � e� � � � � � � � � I �F����..�. � .o":•'�� . 2� � SiTE 4��� � � 'v-�, �� � � �� � � ��� @ � ��� ��o � � °i Q`.;� ��'�� � � � >--- � �.�, � � ...� o� � p �'�, 1 Q � � 30.�- ��0 a� 4� .� �,�.� 4C1 � ( > ( ? � 0 XX. — e��:VV TR.�FFQ� (XX) m PAaS[3Y TRAt�FlC ��e� �r�r���c�rl�rv ��� ��,s���o��,�� �� �����,a�. ��r,���. ���� �� �v��r���� ���� WESTWOlaQ FI�UP,E a � PA�CIFIC CRUSSROADS P;N�fEX � � FEBRUARY 1993 886 006 � _ _ _ _ _ �c.a� �� .. � � � ;�N (kOT 0 SCe1LE) Il� � 20� � �� �o� �� � � ZfD�► •� 9,25 1� �0 1�5� ,� �-�5� gp� �20 � � ��� � ��� II � � � � � I � � � P��,�FI.E � � � z� 7 �I�'E � � i ��� �uxra I �� � � � i� ��� �zo ��aa�� � z�z� �� ���� � �o ������ � � � ��� � � . �.... � � �, � � � � � �.� � � �Sa� �oo� �8� x�.� �3Q 1690�. � 1510 17�a� �2055 iy7S� ��113 � � � , ca =- ��TAL F°�TC�f�E` 4 9�� �'� ��A� ��l�`� �'�L�'�1�� �i/1T}� �,EP��R�L. P��TA1�, � C31� �'���'���a .�9T� wESTwoOD ��;u�� PACIFIG �ROSSROAL7S Q,NNEX � �� Ff.BRUARY 1 J83 BB6 QO �'ebr�ary I9S3 W�stwooa':Paclfac Crossraa Arasaex Traf�¢'ic Impsact Analysis �c��ptabl�. Th� oper�.ti�n of this driv�way a� vvell as all the tiarough traffic along I�ig�way 99W co�a�d b� irnprov�d. �f th� si�a�a�s �t �i�h�xiay 99� were better�ac�g•s�anate�l. i fG'�B�Fi�I�� �9R�l0il�'I'6�fl9 �'�ae key ��sues addr�sse�i in, this regort with respect to iniernal cir�ulation �or the pr•opc�sea d�vela�anent inclr�dP th� follo�ving: i p '�i�e �cc�ss dr��et�ay st�a�rlc� provide �lear �nd t�no��trueted access thr€�a�s �vith sufficient depth ta ensa�r�that parkin�/e�citing Yx�.a��uvexs will raot�i•eate signi�ica�it cor�fli�t5 with drivers ent�xin� or ex�tin� the site. � '�he irnt�ra�gi�n betw�en c:usto�n�Y•s of the coa�imercial ce�atez-��d deli��ery or:�ervice �Jvhicl�s �Y?�Ya��i be r�d�zced as an�ch as possible. e Th� nt�rz�ber af driv�ways pro�r���d to t��b� s�te s�ould b� �c�equat� to disp�rs�e the �it�-gen�i•ated ir�ffic such��ag�c�ngestian is nc�t 1'akely to e���ur�at aray one dlri�e�ray. �4 r�vaev✓ of th� c�rr��rt sit� pl�n d�rn�arestr�tes �ha� tk�� prop�sed d�velapment ad�r��aate�y �d�r�ss�s ea�.� of th� �ssues. 'd'�� �ri�aaxy ac��.ss driv�w�y wil� �e � sh�.a•€� drie��way �vith tk�� I �a�i�'ic�ros�re��ds�hop�in�Cer�tex ar�d�vill con���n t�are�lanes includ'am�tvvo a��is�cznd(�e�arate � ri�ht �nd ���'t t�arrn�) and or�e inbrsu�c�. �as�d on �he n�anber of vehicles t�xning ou c��' this � d.riv��ua� suffi�i�r�t stoi°aa� s�ac�u�d �be provid�d fcar�g least�wca vehicles car 5� fe��. �.s sho�vn c�n �i�tare S, th�r� is appr�xian;s�t�ly 6S fe�i provided at th�maan dri�s��way �cfore th�conn��ti�n to xh� �'��ific �rc�ssr�ad� Shappi�g���ae��. T�Z��n�iz�e driveway to the p�rkiza� ic�t is approxim�tely 175 f��t frcam '�i�hv✓ay 99'6V. Ther� is �n �xist�ng left turn laz�� on I�a�;hway 99'6� that ext�nd.s � �aek s�ver�l h�zr�dred fe�t tca acc�ana�odat� v�hicl�� t�rnin� ir�to the site. 'The r�lativ�ly lovv �oltazn�s turtait�� ir�t+� thas driv�a�f�; �uoulr� r�c�cai�e st�rage fc�r three vehiclss gr 7� ��et. �'�zth���_ �s�r�, speci�l studi�s alo��; �Iigl�way ���V hav� f��unc� that �vehicles qe�euirag ba�lc f�car� th� �i�hway 99�1217 in�erseci.i�r�ci�n�t i�t�rf�re�vvith t�affic op�r�t�s��as at this rn�in da°�vew��. Th� I �dditional traff�c from Y.he dev�lc,grr�en� c�f tl�e `Jdestwood s��e vaill nat �igz�ifi�antly af�ect th.i� I� cQncl�asior. I I�n �ds�i�i�n ts� this priynary c�ri��way, patrans of the ��stwood site will have �cc�ss to anatber dffiv�avay oY3 I-Ii�he�ray 49�V and a drive�uay oa� S�I 78th Avenu�. �as�d €�n the �•�suls:s �af tl�e I� �ap�city anaiysis, the geak hcaur v�k�ie�.�s trips getYerater�by the�'destwaod site do not�►v�rblxr�i�n 'i �a�y �f tt��se as��ess p�i�its. � � �� � i � �elzveries �,�i11 be �nad� a� t�� r�az• c�f the �uildin�, thus nunimizi�g t'�e iz�tera�tioa� bet��v�en ' � c�stom�rs of th� comrr�ercia� ��nt�r and servzc�,�delivery v�hi���s. I � � � , 4� �a � Kitt�ds:nn &�4ssociates, Inc. � 2z Febr��ry 19�3 I W�stw�ar�t:�'ract�c�rossrora , Anosex 7 raffic IrrYpact Aeialysis ! II T€�b��► � ��i �t���g�°�ured 1�9rA �'.(�l Pe��e F�oa�r �.g�s�! o� 5�r°orb�e I �I��e �ub �oa�� ��r��o�rcl�l ��a���r� '�� �igre�l9z�c9 �.9��i����i��� R��. �ret�Y�����o�e ��9�y lil� L�►� Cap f�Y�� -- — ?;�� ����'� � x����` � 1', �W 78th AventjeJHighway�JW 25.7 Q.3� 'D �;ty,��k���u��v��,�� �: I �����F�. ��.�+� � ,���.���.-€ � � �`�'��'�x�� z�� � �� �� 2. HighwAy�1'7lHighway 99W i2'7 0.74 B ��;�����f�������,����s� 3. F'fa4fla/SV1f 78th Avenue �f��#����� � '��;�"'A�����;� 3.2° �, r �" � �„� �.�€� `��.���� ��: �s 4�,,�� °k��` F�9h ��'�A�.��p'"����`��ah �. SVV 78th Av�nue/P�cific Crps�raads Acoe�s � , �,�r������ �fi�. �� ������`�,��`��� �OQ � i � �,���< �+�.:���;������.������ ��� ; Zr{y �Y��re `ys��.3m�� t�" gqz.��y`������,�� i 5. East Accas�/Fiighway 9SVV ���� ' � � �� n ����"r; SO � _ Z� ��z rz, � �° � �������� f����:��� � F � & ��•xY? � 6.Nlcast Access/Nighway 99W �k �y� �� :. `� '��`����' 80 E g�'�''��t:�"' °o"�:fib�,��'M�� �« .�,�m �`�x ,c A Ns��3md��u� I �` Avera��vehicle delay at four-way stop intersection, vlc�0.35 � "I�a6��3! �b '�'¢c���i ����aa�� y��� �a� E��a9� �°t�a,��r ��v��� �at ���°4*6a:� �nrith C�a� �a��e3� �a�� �a�r��s-�9 ff��t�i@ ���� o� �F/����swd ��#� �6�e���iz�� 4lr�si�a��!"s��d ��s. 8���r����60� ��3ay VA� L�'JS C�p ��S i. SW 784h�venue/Hiyhway 9SW 2�.1 f3.95 D � ��'�`` ��`� "�'}�'��� '' . ,t�j; '� �,'s`E f L�x j✓1r�A�h.�,.,. 2. F°iighway 217/Nighway 99W 12.8 a.7'�4 f3 ' �'�������x����������� �e— _ w-.� �.�; +, ��.mE,?� a�3n:x. ��� �. ��s�z« +�:� : 3. F'fatfiie/�W 78th,4vehue :�f��"��,��; ����'���'������w'���u3 � 3.2° A � rz-r x,-r5 ro�,i i � :: � af��� _. . x r a — ., � �r���������������a� ����4�F E s � �i 4. SVV'��th Aver�us/Paciii�Cro�sroads�.cc�ss ; F��������;.�5§��>���`�,���,����, , 328 B ��"� , .,�K z��, �i^ � ..F tzs�fik��� �fl�t�,�s^�'t�'�`t`ss`�=�''a ?��.�as� E�Kr,� s � 5. EasY A,�cess/Niryhwa 99W s '" � ���'��S.�'�=Y'��` ��+� SQ E :f � s: 5��.``y�'y°r��g ,�t�ke���r')� a �oz bc..r E$ �....�Fs. � . ,� . FF 4��.'�k� , � �. �i�OViari/M/es4 Aecess/Highway 99�11 ' % '�"`��``�� �`���'�`�`',�`'�'����&��,�.� 4�5 E ;.:A '�.7xar..:t fr5.iv�',�: >F.•H• 8� * F.verage vehicle delay at roue-way stop iratersection., v/c=Q.35 � � Kittelson &Assaclates, Inc. 23 , r„ F � 1r , , F �-, t ,� , , t � � i � � � :; * .�� � U. � �„ r �_ ._, ,,.. ... ,. . �r�� � t `,.. r s}�y i:�, � F ��i i � .t °`1� I ! 1 :� ��4� r �- � �� � { °� '�� �i i ' ...� _ e ` Fv...l.`.'-.�.�i i1..:� �..;1 .4_�f� �rl �t t,�Y�1� f A. ....,..:i.� (`�"A a y�¢�r g t Y i a,� �r—� F �°T�"�� f� ,�f s'_��e'� �A f: 1 t S. �'A'Aft i ��! 9'� 11.4�.�#T`ri�F�f ^n� �I 1 �, I k.� {�i�,�{ �'�r� �F��72�aR�3,'-�� � � � t � ;dti! b ,.rscx.�.,� li.L...._.�._..,.� �r..,.L...,. _.Y ., .. . .,�..-,7 a �—t/' *.�^�^n^j -^�-�..`�^*^ ^'7, . �iy��tp� �� 'T�F�' fih� �����i�k f�� �C'�ii'�.y4J_ dr. � �C �'F �t � #.lY Y"�iR�i�t�3 `vsy4 ry,«�'� �"l v�t�,�'x{� h4 pt�x'�j�f,. � �� `��,''�$� �r�` `Y,,�`'�u���'���.,�.;.�."._��`s',1�`t� �a�^�'�;s, `,.; �\�M1s �� . �=�k d .4\ '7f � ?\ 4 Y e F p?�¢4 � I � �}'!��,`'��. �*� � t. ... , ,d:�' ..... .,��.,.,�A. � "TW �� � � ������� � � � °l��rrn �u�ur� °����fi� � � �c�r�r�i�i��� � �eb��ary 1993 I dVesYwaod: �'acr�c Crossro Artozex ng 3'eren�'uturs Tra,�cc Co►�ditions i �� � 'I I ���� ���'� ���Q.��`°� �0"�'��� �����t$���i I, . li V�lestvvoad �orporation is app4ying to rezone the sitie Com�znercialpCeneral zvhicl�would permit a I wad�r �ariety c��' �-et�ai tas�s and �reak�r flexibility for the deve]�per. �Jndc.x the newv Oregon li �'rara�portatic�n 12uie, rr��.jcar rezonir�g projects need tQ consider th� flon� ran�� impacf of their traffic. The Rule r�quires that the 20 year Trar►sportation Plan b��xarnined. The Ti�ard'I'riargle I Area �irculatio�n 4nal�sis R�p�xt �cs�ducted by �3�4�T' develo�ed Che lang ra��e plan for tt�is area. Its projections af 2�15 tr�ffi�volurr�es for the siarraunding are�indicate that IIi�h�ay 99W needs to be widened to provide 6 through lanes for traffic. It is estim�ted that the Highway 99WlDartmauYk�/78th A.v�raue inters�ction vdill op�rate at L�S I�-� in Yh� future even �vvith th� �z�tprovements recomnnen��d .in this g�lan. 'I'hr S`JJ 7�t� Avenue leg of this int�.r5�r.�i�an, �vhich is the in�ersec±io� approacl� most affectes3 by traffz� frbm ti�e V6��stwood site, is nat critical ro thas ir�tersectj�r�'s ca�aGity. e�Y OI1� Ot 011f IT182t1Y1�T� W1�I7 ��OT It �Y�S �190 R28Y3�1(Dll�f� t�l1X c�t SOI11E point in the f�t��re a met�i�r� anay b� constructed along Highway 99'V�I and the unsignal'az�d � driveways u�iii allo�w oa�ly right-in/right-o�t rnaneuvers. i 'I'he 'Cranspo.rtatia�l �.ule alss� rec�uir�s that reaoning shoulc� be evalt�a�ed so that ��y a�diCaan�l � traffi� impact t�� accomtxaodaterl in or�� �f three ways. �irst$ i�the inct•eas� in tra�`�i� ds�e to th� r�za�ing is substar�ti�l, tl�e Tra�ispor�atior� �-'lata m�y I���v� ta be mc�clified to accc�n:7gx�odate the site's �dditic�z�al traffdc. ,A func�in� pl�,n, inust als� b� c�evelc�g�d fc� �ns�are that t�� roadr�vay impr•ovement(s) �,vil� be accorz�plisheci. R s��r�nd option i� ta liz�it th� n�w land use to the lev�l of traffic that u�ouid ha��e b�ea� genera�ed by th� szte under its�urr�nt �onirag. A third option is to downzone cseher land tA ��fset the increase in traffic �ttributed to �he rez�ning. As detailed i.n �ev�r�l s��zion� uf tl�is r�port, tl-ie nurnber of trips that v�vill be g�n�r�ated �i� even I the mast azat�nse uses perFnitted on this site with �oin�nercial-�'renera� (�-�) zo�ing �will result in a similar nuinber o�trips as typicai use� p�rmitted�ndex the �ite's existiaig zozxing, �'afnmercial- Pr�fessional (C-P}. I�orec�v�r, most reCail �nd comm�rci�l uses lhat would. re�l�lt fram rezoning � � tPi� site to C-�wvill r�sult in fe�ver��en�v�hicle�rips on �h�roadway netvvork. 1�Jio�t trips co�etaxl � us�s cern� from v���c3es already on t,eh� roadwa�, the majorit� gizn.ply p�tssin� by the sit� as part of another prinnary trip stich as g�ing to/frorz� �vork. In contr�st, man� c�f the dev�l�pm�nts that would rasult ur�der�-P zoning would be office types of uses that generate priinary singie purpose i trips. Table 2 pr�sented a d.eYailed comparison of th�trip gen�ration of typicai land uses perrriitted umder the t�v� z�ning designati�r�s. �ased on this analysis, rezoning this site t� C-G would not r�suie in a �i�nzfieantly grea�er nbi�nber of trips. Yn fact, tl�e uses perm.itP:ed�vvith C-�a�Unang inay resul� in fewer trips. In t�rgns �f the Transportation Rul�, rezoning the site would not r�quir� t&�at the Txanspor�ati�n P�an�ar this area to�e up�lated and it��ould.als��meet the general requir�ments of C3ptiom 2 above. 1'IYUS, rezaning the �Nest�waad site to C-� is no� incor�s�st�r�t with �}r�gan�.'s Tr�nsportation I2a�2e nor its main objective of reducing road�vay system vehicle miles o�travel. � ' l�'ittclso�t &Associates, In.c. 2S . � � '�, � i � i , � � r�, ; , � � u l. ��. .�. .._ .. ..>. .. .. .... .���t �i :-c� r 1 .� � �+T`�"' - '',�' ,� ��? � �; � � .� � � ��� �� � � 5 � �. � 1 �. F3 I t �] 1 L ` � 2 fi ` f i {,£ �' { y �� :c � ' i (�: y .s a � � t+ : i � �'� l_�*���..»..v._,7 .,:s...�2�..., .....�...�_�:.,3 ._,_._..� � l ry,t ` , t-1 y °') ry �Y ;�i �ti��k y:�� �y�} . �`t �i5 :,�"�+ r 7 �'t� ��+ r• �� �t���r �r��� ��� t @� t( �� �s > .� i ° a l ..,.,._,�'.d � ... ....o� ,.��`.:...� � � h . ���g�� �"' �y�"" $� �'� ".�'m '�7� `tk�-��� � �'������ ,. l��xi'a�r r��� � �+�� y�, 4� . �j � fl,uf �i4p S�'� ( `'�''m�f��,.y't y �4.�a�,t+����{raq �';S�y��,l?VZn"�. ��� t Tv �w ,. ' �. ....�...a.�..*`F�:�1�;�'�'�::i ., ����R � ����� z ,� #� u gb� Y � a •. 4,�y�„=��,�, � `�',,, y�-� ;!e��� r.� "�?`'� ..,� 41.n.'vcSt`�',',�� @. ���`.j.` �, I I I � ������� � . ��r��l���or�� � ,��� F���+��r�����.ti�n� ' r � , , ' February 1993 I 63�estwoad:1'aci�c�'rz�ssro �1 r:raex C�nelusd�a�s As�cl,�ecor➢a�n�nsfatiaras , �II� � ����if������i �°"A��B ���m������������ III � I ��sed on tt�� results c�f the traffic analys�s desc�ibe� in this �eport it ;s coilcluded ehat t�e Westwood site� can b� developed and'� re�aned from �oznreler�ial-Frofessiona] (C-F�� to Co�rRm�er- � ciaT-C�n�er�: (C-�) while sti�l maintaini�ag ae�;�piabie levels af�r�ffic s�x�ic� �c�d saf�ty withi�n I � the su�xoundin� transportarian s�stea�. Sgeci�'ically: I� � Adi of t9�� st�c�y area ir�t�rs�ectic�ns �aarrently operat� �t �c��ptabl� Iev�is of servece �'I during the cr�ti�al weekday p.ra�, p�a�C hour time period. � r The ntzrnber of vehicl� trips th�t would be g�nerated by ��es perinitted aaa�der the sitc's ro c�sPd�-��oa�in bein re uested b th�4�I�stwQOd C� c�r�tian��simi�ar P P � g q Y a^�c� to the f��ip� th�t wotald be o�c�r under the site's e�:istne�g zs�ning. o '�Vith t�he adda�io� €�f site�g�ner�at�d traf�e fY•oin a ��ssibl� gen�rai r�f�id center � co�structed mn the site (the u�e that wauTd �v�erat�the most�vehic�e trips t�tl�� site ur►der C-Ci zonir�g�, all st��y �r�a int�rsections will r,c�i�tinu� to operate vvithin ac�:eptab�e lev�ls �f'sesvice under praject�d 1994 eonditnons. Furrher, P�a off-site impr.ov��en�s are req�air�d t� r.��intain acceptabl� levels of s�rvic� beyoa�d th� � �Ir�ady i'�nd�d tya�s�aortatdUn i��arcave�m�mts w��ich are sck�ed►,�l�d to �Sa ir� p�ace by 1�94. � I3ased on a review r�f �h� c�rre�t sit� �l�n, it is �onclu�ed ti�a� the prc�i�sed �ievelJprn�nt plar�ad�q€��.t�ly addr�ss�s a�cess issues ala���i�h�vay 99�'. 1�sh�rec� �ccess driv�;way ��ith �he Pa�ific Cr�ssra�ds �enter has a�x��ady been designed and cos�s�r�.act�d to a�commod�te ve�icles �rsing��th r�tail �ites. f � t� planzain� Iev�f �nalysis of icsng terrn traf�i� �canditions in t�ae vicinity oz t�� sir� indicates that rezon:ng tlie site to C-G xo��ing bui11 not sL�bsta�tiaily increase traafic � • above wha� c�t�ld be genea����d anci�r its c�xr��i ��I�cc�ninb. I • �ztla the propas�d eoznm�r�ial uses, rr���� ox the tri�s t� the site v✓iIl idk�Iy c��e � �ram vehieles alreac3y on the roact�uva.y a� part off ar�ather, mox�prir�ary trip su�h as goii�g tolfro7m work. In contrast, xf the �i.te is develo��d ur�d�r C-P �s�nia�g, typi�;al uses s�ach as genera] or medica] of�c�s wi�l ��nerate san�le pur•�os� trips. �ons�- c�uently, the nuzrib�r of v�hic�e rrules of tpavel ihat w�uid �e gen�r�t�c� by th� d�velc�pmenY of this szte �ill be �ess �nder C-� zoning comgared with C-�'zanii7g. Thus, rez�r�ing the sit� to C�C� �c�ning; m�e�ts the o�ijectiv�s a��re�on'� Transporta- tion I�a�le regarding rezonimg of sit�s. � � � KitYel,ran &As•sociaPes, �nc. � 27 �������1�'Y�`i°��� � , � �I . � � � � � � ; � I � I � �tl � ,n4�� ���"`'� � � .��� � : �� � , � r � - � �� � ,��� � �� ^� �# �. _� _...�,.��`_� _ ,a ,_ — _ : F.�� �»�~`�~,� r- ,--�, � ., �t'�@ t��..' � � � F .w ' � 3'. ��� x b � � ���� d�j � � � � � " � �^ ,.�Y�h.L t �" �"� f' � ..s.... �... � ._... . . . . G 3 '=` v �.�.:.xr.w..�._:.� ��..c ._.,.•YJ.J� �;Lr4���� 5����� � (�'j� �T � � . � � �eP�l y '� . . �G1. `h A'�C i' .�+{� 3' �.) M °..�5 � t �''�.'"k ���y� � , r � f Y✓"' :.} ' . �� ��������� � xY�+C +« � � � �Gtii*.�"°�3' d"' �F._v..,a�+..i._.r ._w��t....� ....... .��.. _. ._ . +i"yr r^�. � a ti� ��� ' . � ���.a� ^i 3y b`^�` T'�� Y�:' i' � �_j � � 3 r`�'� i P�.' ��J.�f'� �_ � }.I '�E . .. t�' ' d,�'�".�a_u..�'j'w. ?� ,..�___.a., __._. ._ . - .'_ , w I ��bweaary 1993 Westwood:l�acifcc Crassro Annex qppencafizA II ,������'� � �,��r�! �f���°�ai����a�c��� I Lev�l af Serva�e (LC3S) is a coxacegt cle��loped tz� quantzfy th� d�gree af comfart (flncludin� such I �1er���nts �s travel Yim�, a�u�b�r of stops, total amount of stopped delay, and impedirxa�i�tg c�used �y oeher ��hicles) afford�c� to driv�rs as they tr�v�fl throu�;Ia an intersectimn ¢�r r��dvvay se�3ne�t. Six �rades ar� us�d t� der�ot� th� vari��as �,�35 �rarra �ta F.a� '�'�bac� e�l� t����! �� ��rari�� L9�ffi�B�B��� ����c�ar6�a�e� ir�t�e�^���°�6�n�� � �.�v�� �s°� Av��e°�i�� �c�i�� �a�s-@��hici� �r� G'viie��r ��r��� �ear°vi�� Very!aw�d�rag� stoppc�n delay, less 4ha�fiv�smcc��ds per vaB�4cie.This nccurs when progr�ssiar� f1 _ is�axtrerraely favor�t�le, a�n�!mo§t vehi�les arrive d,urirrc�Rhe grWen pha.se. MasB v�hicie��a no4�f�p at aN. �hoit cy�le lengths may aiso�conEribu#e tp io�n✓dafdy. Aver�ge sfc�p rielay is in Yh�r�rvge of 5.1 40 15.0 saoonds par v�hi�l�.'Y°his g�s��ara6ly oacur;s evith � good oro�ression andlar sE�c�rt cycle length�. MUre vahicie��tcap than&or a�.C1S Rl, C1U51(1��1lQI°I�f __� I�evels s�4 avera�e cfelay. �._._� r�vorag�s4opp�d c�elay is ir�tt�� range of 15.9 to�5.0 seac�nds par v�hicle.Triese higher d�lays � �ray resuPt Prom fa�r progr�ssian anci/�r Ic�r�g�r cycl�ler�gYhs. lndivicival cycle 4ailures may�egin?u appear at this Bevei.The number of vehi�P�s�4n�pi�g is sie�nificsnt a4 Shis level, although ma�y�tilf pa�s ttvaugP�the irY�rsectior�w+ith�ut st�ppia�g. Avoraqe s?oppsd delay�are ir 4hc�range af 25.1 tA 40.9 ssconds per vshici�.�'ti� infir�ence of 1� cangesti�n beeomes mor�no4'sc�abie. Lor�ger delays may res�alt fram sr,m�cQmbir�aqian of unfavao�able progrzssia�, lang cycle length,or high volume/capacity ra?io�. h�any v�hi�l�s st�p, and the proportion of v�ehicla;s not stopping declines. Inclividual cyclQ fa69ur�s �nre i�oticaR�l�. Average stopped dei�ys are In 4he rang�of 4U.i dQ 60.0 seconds per vehicla.l"his is cansi�fered to E be the limEt of acce�table�elay:I'hese high delay values gsn�raily inr�i�ate poor pror��e��ion, lony cycle iengths, and high volum�/capacity rati�s. Individu�l cycle faiEures are ireq�ent occuran�es. i Average stop cielay is in �x�ess of 60 secands�er vehicle.This i�considered td be unaceeR4a�bl� F to mos2 sirivors.l'his c�ndition oft�n oceurs�vith ov�r sats�ration. !t rrz�y also accur at high volum�/capacity ratios beln.v 1.00 wiih ma�y indiv9dual�ycle failurr�s. F'oar progression anci long cyclo lengths may�Iso ae c�n#ributing cauvas to such high d�f�y levels. � al Most of the material in [his appendix is adapted from the Tz�ansportation R�esearch �oard, Hdgla�vay C'apACity Manual, Special Report 209 (1985). � Kittelson�&Associares, Inc. � 29 �'�bruar� 1993 4Vestwao�.•Paci�c�Crassroa Annex Appevufi.zA 'Q"�k�9� r� l��ea�ul�e�f��e�r�s��� C�l���� f��° ���r°e��6��d in�k�r���tion� � �.,�v�f o! ���@cx� �t�xp��� ��i�� p�r l��E�ti�cl� �����s���� I � s s.o I W.___.__ �_ --- _s..._ �- S 5,1 40 1.5.0 C '85.1 40�a.0 . p ._ .--..15.9 90 40.t7 9 � �� .. _ _ �Q.O!o r4�.0 � - � >60v0 . � � i i �9r��rral�z��9 9�a���c��fiersrr,� IThP si�c LC�S grades �r� descr.i�sed qualitatively for si�ixaiiz�c� inters�ctior�s gn '�abl� r'�l. .Ac�di- itio�ally, Table A��dentifi�� th� r�lationship betdv���Ievel raf s�r�r��e azac�, av�ra�e s�ca�psd de�ay ` per vehicle. LTsing tlr.is de�'initior�, �"�3", L�S as gen��ally cc�nsid�r�d �o r�p�°�sent th� �iax�xa�e�nn I, �cceptabl� design staz�dard. � I � ' � so &Associates Iiic. •3� II Kcttel n � , ___--_-------__--_—____--_�� ��brea�sry 1993 11�estwood:F'r�cifTcCrossrau ,rAnnex Agpenrli�� T��1� A3 ��ra��-�E ��v�l �f ��a°vi+�� ��acr3p�lor��s f�r lia��ign�liz�� Ent�r�e��ies�� , �.�v�t �� ,�v�r���a 9��1�;/ ��r 11�hl�1� t�a Ivll3r�oe� �tr�s�st I��� ��e�v9�� , A • Nearly al!rlriv�rs find treedom af�p�r�iirar�. , • Very seldom is there mose 4han on�vehiGie in 4hn qu�ue. B o 5o�a�drivors bagin 4o consid�r 4he dei�y an ir�corsveni�nc�. � Occ�sionafly ther�is more than ono vehi�io in 45��c�ueue . � • t�lia��r time�th�ee is rnore th�r�anQ vahicle�ar the quau�. o Most drivers ieel restrietad, but n4t objec4ianably so. D ��4f�er�th�re is more than one vehiei�in the queu�. � l�ivers feel quite res4ri�ted. E m F�epre,sents a ccsnditins� in which the d�rnand is near or��ual to the probable maximurtz �rumbar of v�hicl�s 4hat can be accomeadafc�d by the rnaverr�ent. n 7hr�r�is �I�rinsf�Iw�ys mor�tha�one veh'scle 6n th�qu���e. ,�____. ° L?rivers find the�islays appro�ching into9erabfe iev�IsvN _.��. . F e �orc�d�low. � Ft�presonts�n irrtersectifln fa6la�re conditiar�lhai is���ssd�y g�ame4r6c and/or operatiQnal cans4rain4s�xternal to the inters�r�ctiar�. ��a�i�ea��s�w.aa.�tnt����t�erQas 'T"he �aP�u�ation. of L05 at �n u�si�nalized arnte�se�tion requ�xes a different appraacta. "Tlie 19�35 �Ii�hway�;apacity Manual includes�methodolo�y��r cal�t�lating the t,O� at�;�c,-�vay s�o�-�on� truil�r� ia�ters��taons. �c�r thes� ia�asig;r�aliz�ci in�er��ction�, L�� is d�fined di�fer�ntiy th�n f�x � signaliz�d 3f'lt�]°SuC�10I1S in that it is based �pon the cotacept of "�.�s�rve Capacity" (i.e., th.�t ipartio� e�f a��ail�ble hour�y capacity t��� is n�t used). A qu�.litativ� descripExon �sf the �varic�us ; servi�e �eveis asso�i�ted vvith an unsignalizeti inters�ctic�n �s pr�sented irt 'F'�ble f�.3. A quantita- tive definitiar. of LC�S for an ansignalxzed inter�ection is �resent�d in°I'�ble A4. � � �ittelson &Assaciates, dnc. , 3J ! �'ebrwary 15�93 Westwood:Pacific Crossroa s,�nnex Ap�aeru�ix A T��sO�r �� L�va�l-�f-���i�� ��r�t�rf� f�r tln�ig��lized I�etr�r���t6c��ro� : F����c°ae� Ca�a��6t� t..�va�l c�f �a�r-oe�B�� Exp�act�� ��9�y t� RAi�n�� I �i�c�x�t� ��a���t "�t°��'fi� I 5 400 � LiFtle ar n�defay ��Q-399 � Short trafiic rielays I 200�299 _ _ u � �verage traftic delays I 9 t34-195 p L�ng iratfic delays 0-99 � Very long t�affic delays I -------- I � � # I � V�Ihen ciemand volumc exceeds the capacity of the lane,ex�reme delays wi�l be encauntered wiYh queu�ing �I�� wh9ch may caus�severe coneestion aff�cting other traffic m.overnen�s in Y�e ir�t�e�sectpon.'This GondiEiofi li usuaily warrants i�provement to the interseeeian. �, �I The res�rve capaci�y c�ncept a�plies onl� Yo an �nc3iva.d�a1 traf�ic �oven�sent ar to �har�d Iar�e li moveix3�nts. C�nce th� �,�S, cap�city, �nd exp�ct�c� del�y of all t�� individ�aal r�ov�aner�ts �as b�en calcul�ted, an. ov�ra�l eval�atior� vf the i�atersec�ion can b� madeo IVor.rnaily, the nr�o�errYenC having ti�� vv�rst �,G1� defi�aes ?fl��e ove�ali evalt��ti�n, ?�u� Yhi� rna� be temp�red by �zi�iraee�arg judg���ent. An "E" I.,OS is gez�erally cc�ilsi���°ed to r�present �h� rrainimum a�eeptable desi�n � standard. Past exp�i°i��ce with ti�e unsigna3ized an�.lys�s proc�dtare indicates tkyis m�thoaology is very � - conservatgve in that st ten.ds t� �ver-estimate the magn�tude of any potential problez�s tl�at mi�ht ; �a.xst. This is especi�ll,y �ru� for r�inur stz�ee� left-turn nnovean�nts. For ex�.mpl�, thc; f�ighway I Ccapacit3� t�an��al methodoiflgy does nQt tat�e ir�to accotant the eff�cts Q� v�hicl� flow p.latcs��s that result fro�r upstrearr� signaiizati�n. �ehicles travelin�ir�platcsans tend to create gr��t�f•gaps iri the t�af:Fic f�av✓ that sometim�s prnvid� �dditional czpacity far the sid� clesest to the sigai�l. T�eref�re, the z•F�sults of any unsi�nalized. intersection analysis sk�ca�aid be reviewed ��it� this thought izs zni�d. Li�nerally, LOS � for the m�nor stre�t l�ft t�rr� Yxsavement zs �;onsisiered xo b� acceptable for an un.sig�lalzzad interse�tion, �llhough it alsa iradic�.t�� tt��t the n�:ed for signaliza- tian should be i:ive5tigate�.. � � � h'ittelson �'c Associates, Inc. �32 Februsrry 1993 �I Wes������od:Paci�c Crassroa s AMnex Appencirx A I i Ts�bl� 64,� ����9 c�� ��rvB�t� [���init3or�s (�!6-�aov�y �to� �o�et�s�Q0�s1 6�ot�r���t6�n�) , �.���! �� S��~wi�� �ar�r��� ta�l�y per�!/�i°m6�fi� �� �llir�o�° �te���� ,4 < 5 S�conds I�� 8 5 40 1�5ecands — — II G 1 Q to?0 Saconds '�. D 20 to 3f7 Sec�nds � � _ 30 to 45 5ec€asrds _ II F �4�5 Secnnds r���2 I �;Af-���s���� C��t���A��c�1 A�t�sr�e��t9ea . �'t�er� is �� a�c�epted oz•o�edua•� far a �evel of s�rvic;� at�a��sis c�f an. �II-�vay stop controlied intersectian. '�'h�pr�ocedrare us�d for det�rmini�g�..OS;for a fc�ur-�vay or�hr��-��ay stop controlled inters�ction differs fxc�tn that d�scrabed for unsa�nalized�ratersect�ons. 'This m��hadalogy, whFCh is being z•evi�we�l by th� �1a�signali.zed Inters�ctic�n C�:ori�m�t��e +�f the Trar�spmrtation lC�esearch ' Boarc�, u��s a����ac�ty estimati�n�ethod based r�n h�ad�vays �bserv�d �t all-v�ay stop cantroilez� III ir�ters�ction ir� the w�stern iJnit�d S�ates. 'The�?roc�d�r�i�.corpar�t� 5everal iinportant variables, i inclu�ing voluzr�es di5r.ributian, rnus�aber af 1�ne:s oz� ea.ch appro�cla, arad th� p�rc�nta�;e of rioht and le�t tu�•ns �.t tre in��rseti,tl�X1. Iiltel"S�C�:1QX] F2�T�QT➢11c�T1�� Y5 ITl�c'1SUZ'�C� i11 p�I'�IIIt��1"S S1�31xIilT t0 II signalized it�te�-s�ctians: delay, vcslume-ta-c�p�eity Y•ati�, and Level of Se�-P�ice using a scale of "�" throu�lY "F". .�.p�xoach de��y on a�ny given l�g of the interSe�fiion zs calculdt�cl usir�g the folloyvin� ec�uatiQn: �=e�p �3.8x � � �Vk�ere-- D =� veYaicl� d�l� a�n a i�en a �•c�ach sec/v�h �. J � P� ( ) � S� = subject ap�roach x�o�ume (vph} � � = calcul�ated approach ca�pacity (vPh) � � exp = base of natural logarithms � In this �qua�ion, the quantit}� �V/� is �imply th�volunae-to-capa�ity ratio an the a�proach uild�r "� �onsideratian. Table t�5 pr�sei�ts th� ��S crite�ia far all-�vay stop �c�nta•o�1ed int�rsc;cti�n�. � a2 Kyte, Ivlicha�l,Estimating Capacity and Detay at a��All-Way Stop-Concrofled Intersection. University of Idaho, l�epartm�nt of Civil Ea�gineering Research Report,September 19�9. � Ktttelson �C Assnciates, Inc. �3 i � , � , . �� � � , �, , ;`, , , � � � �� �- _, � � , � ,� r n'� r � � � i � �i}�t��f 7i� ��'y I k / '�. 1 L : � � , ,� ( ,. 1 ,�', I., � I f _ l rt _ �,: �.»� J la::. «.�_,.,.. ..w,.� .,__,_. � : i `v'2�� ? t�'1 f j' � <¢� ii 3 �; r k� ' "� � < ` � j ' `�3 ! , �� ty' � �� , r.; ,r ,t ` I� ���� �i r���' } .!`��'.,;.�v �W �ami:� Y�._�;�a:.�::: ' :•..:�.���'at }r� "m�`�t� ���� �r74a�9}P� 'T4C' .'� ' f � � � Q�, � 1 �, �` �{r� � n�� � !' *���"u. �R.�� y, zf� � � ,§ r���j �t y-4 4d' p'' °�y s ft��.,�� �vyyu�jt+'i ,r, '6�+3p'�, �„�$y��.�n�� ��t���^r��}�,, ,.� �.k3 �...�.�:.��� E. '�� •`� �..a:.�.'r �:�� � ��' �il r�XS�ybr����� � ' ,H t J,� L1 �i�`S- "�� d',�.._ �`+��, �4pg Y a�s lti6°'�i°r`i� �t �3� , �7'�,'.j � kr'Y"i�'�"�a`"�. ��k��Ji�,�"�^.���� r�X k`�`�'� �� � T � s�,w.u_ �. �9��..�._ ,u�»i�shr I r� r � � � � i � �r�t�i� � � �� �" � 8, Febrs�a ,ry 199� 'Wesd�vvc�ad:Pcscifec �:'rossroa �4rtnex �f'�'�����'�� �������� � �!llodifi�d 1Jr��i�nalazed Int�����iears ��eps��r An�lp��8� ��r �v�fu��a�� �h� �.�� '!"�xr�e� I'�d�v�a�arsts t�Af�-�srvs IDrivew�a�s� a�la�� C�i�t�onr�y ��Vli' S�veral studies har�e found tha�the methoci fo��analyzi�g the��pacity at unsi�nalized rr�t��sectaons detail�d in the �ii�hvvay �apacity l�an�aai (�Clvi) is v�ry c:ons�rv�tive and ca� sig�i�'icantly underestimate �,n inteF•seciion's capacity. C)ne of the ke:y as�uax��tions i� tilis pracedure "ss t�at vehicles coining to the i�tersectian ar� rar�dorrtly �rriving at this 1QCation. 'I"his assuzraptio� may be appropriata for int�rsections alor►� lang s�re.tches of roaclways tha� have many other int�rsac- tions :��d dri�,��avays. I�o�ev�r, at i�tersection� ch�t are adjacen�to traffic sibnals ��vith few or a�o other it�terv�,iii�g ir�tex��ctions or t�riveways, traffic flo�uv will be contrs,lled by the timing of tlae z�e�rby traf�c signal. I�'this is the c�se,Appea�tiix I of Chapt�r 1�, LTnsi�rnalitied Int�rs�cti�ns, B� th����hw�.y���acity IWtanu�.l descr�bes a r.noaPfi�d capacity aaaalysz��rrocedure tca apply. �3riefly, the cap�city of �ach traffic flow scenario that i� defiz�ed by th° clifferent �hases of tl�e n�arl�y traffic signal(s) should be determined separately. The tdt�l i�atersection caPaciey is cc�rn�uted by factoring thes� separate traffi� �volurries ft�r tP�ae �c�ual percers� of tl�� h�ur th�y �uvzil �ccur. Th� potentaal �apa�ity d�riv�d u�der each sc�nari� als�l��s ta be fact�red ��id th�n �adrled to�eth�r to comput� the final total ava��able �aps. �n addi�ion, the inter5�ctioa� ca�sacity shs���ld also t�e increased for ga�s that vaill be cr�at�d �y th� t�•af�ic signal ch�ilge irat�rva�s (y���o� p1t�s a11-red pti�s�s) wh�;i3 �11 the vel�i�les at the �earby siUa�alized 'arater•s�cti�n ar� stopped. 'Y'his speciaT situation ��c�sts �t the u�sign��iz�d driveways t� t�� F�.�i�zc �r;�ssr�ads �en��r a�� � the VVeste�voo� si"te ai�ng F'�.c��ic High�vay. I�tlne tr�ff�c v�lumes far t�Zis ir�tersection ar� dir�ct;y usec� i�n a.n �-��� ev�Iuation, the resu�ts �v✓ou�d be that the minor �t�•e�t l�ft tur�a znoveznezzts �uill. operate at Lev�I €�f S�rvic� (I.,OS) „�°' �rlaich znaicates thaY �h���e ar� m�t �.va�l�ble �aps for additioiaai vrhicles. lEio�ever, tra�fic counts and fieid o�servations i�id'zcate that there ar� gaps far ms�re� vel�icl�s to make this ar�.anen��r. The traffir sigr�als at tl�e I-�ighvvay 99`+TJ/78gh Av��nu� and I�ighway 99�e�/�-iighway 217 IeTL' �.arrip i�lt�rs�c�io�is contre�I the f�ov✓ot a:oz�g�-ii�h�ay 99� a�a� create d�fi�ed periods when th�re are availabl� gaps. 1�/Iost of th� t'sn-�� th�y r���er�te ar� a� regular X�attern and �;rean tirne is given to the s�de str�ets ("?�Yh and �Iighway 217 ramps) at appra�.irnat�ly �h� s�me time. It 'rs diaring ihis period that �n�st of tlae large �aps accux. Based ora the tr�ffic vc�lugnes shown in tl��is report �nd �he assur��iptions detailed �Y�ove frai�ra the I-��M, the capacity di th� ciriveways along �-iighway 9�'Jd �va5 calca�Iated. This sectfoa� car�t�ins ,I �„ one example c�f this �alculatxc�n. The �x�mgle calc�lation will be the znos± �ritacal znov�ments, , � th�Ieft turil out c,f and into the w�st drivew�y wath full buildouc o€the�N�stw���1 sit�wit����raer�.l � retail uses (3�,C?00 squar� fe�t gross leasal�le area). The separat� phas�s as sMown �r��ig�r� �3.a. � 'To eoi7c�uci th� capacity �nalyses, �he volum�s �lo��g Highv✓z.y 9�W �veae �.djust�d baswd an the � percent o�th� cycle tha� they actually fl�w. Thus, the valtznxes �3u�ir�g ��ase 1 w�r� clivided by � 0.75 and the vc�ltarnes durdng Phase 2 �vere divzd�d by 0.2�. (This is a sim�le represezytation s�f � the act�al sign.al phaszng. 1r'here is an ad�iitxonal Phase v,�heri tla� eastbound Fiighway 99W left lurn pkaase is op�ratiY�g. I�urin� this ph�se there would b� no traf-fic tlowing ��stbo�and on I-�ighway 99W. �onse�uently, ti�►is siznpiified nlethod woulci s�ightly ualdei•�stirnate gaps in traffic alon� �3[igk�v✓ay 99�1.) i � Kittelson &Associaass, l�ic. �s Febru�ry 19?3 i�"estwood:e�aci�c Cr�ssroa ;��r��� �91�1'�'1VDIX B A separa�te I��IO� �nsi�nalized intersection capaeity rc�n w�s per�orrned �a�r �a�h of Chese tra�'fic � flov✓ �cenaraos and their results are shown on 'Table 8.1. 'd'able B.2 shaws how tlhe total I i1���r�eCCa�� c:�pa�ity as o�z11pt1t�d bas�d t��1 tl��� n�sul2s irt th�;T�ble �.1. �'his sgecial analysis �� d�znanskr�ees th�t�ecasas�o�the�ddp�ional��ps i�iraff�c tl�at wi�l b�ca�s�d b��h���arby�ignalsy I, , �he critical left t�rn mover�ents fron�the Westv✓o�d/Paci�ic(J'rossroad Center west drivew�y will I op�t°at�at�OS E. 'T'he l�ft t�rn rr�overnent in�a th�s d�iveway v�ill og�erat�a�I.,OS�. d"�e c��a�ity of the exist�aa�tr�iffi�a�d future b�Gkgr�und tz°affic cor�ditions wer�co�Apu[eci in a similar ixiaz�ner. i . ' I � � � Kittelson &Associates, Inc. � 36 I i �� 'A�E E: TF9ROl��H ��EE (7N - ������� �s�� (�s� �F �Y�LE� � I 1MEaT�ilC�t3p ��'Y� I �07� I d M� � � �"65 I �—202U '°°°""'"'�"' �" ���. �'�� 90.� 9 600� � ` H�lY. �3 7 hE� �iARA�° ; I � PH��E fl. SI�� �T���T �REE�! �'�i�S� ���� C��' ����E� � �t�s�`�v��a ���� � s�rE 0 � N � � � �zQ � s MWY, �9�N .�_.,�..� 10� '�`�310 � . 145�--� o , i � � � CI h� � M1�/'�. 717 IJE� RAA�P T��4F'F'�� �'L�i� ,�Lc��1�' r��G���I,�Y 99VV �,���� ��f Vt�LUh��� IN F�lGCJ�� 7 WESTWOOD FeGUS�E PAClFlC �RQSS�2QAD� ANNEX �� ��ruA� 1993 �°' � ■I�� � 886 0 1 �ebruar� 1993 W�stwood:Par.i�c Grossr ,9nn.ex Ad'A�'NDIJC� 'Y"ABI.E B.� 'I'raffic Voitacnes and Potential Capacity Resu�ts At iWestwood Briveway , Pha�e 1:'Y'hrough Ti�offic osi Highway 9s W (75 ',�oP Cycie) �I Ndiivement Volsame /Adjtestment* Nourly '' � Volumes� � Fiighwoy 994d ' I Eastbaund 16Q0 6.�5 2135 Wcstbour�d 2020 0.75 2690 Wcstwix�d/pacific Cros�:ronds 'Driv::wuy l.ett'furn 35 1.0 35 � RightTurn IQS lA _ _ 1Q5 I Cu��aciiy of.l.eft Turn From FJVestwnod 33rie�e�vsy 77 Capncity of 1.�4i'Curn into Westwamd Jrivcway 177 _ .�._.__ ��_ � Piiase 2:Side Stn;el TrafTic along HigUway 991x!(20 %of Cycle) Movcmcnt �/alume Adjustment'� Haur➢y Volume'�'� Highway 49W Eastbaund l4� Q.20 725 Westbnund 910 0.20 1550 Westw�od/Pucific Crossroac!s �' Dri��eti��ay LeR Turies 35 �1.0 i 3S � Right Turns M 1C15 I.0 !OS Cnpncity of Leit°furn Frarn Westwoad privewey 87 Cagacity of Lcft Turn ituo Westworxf Utiveway � 180 ° 6'ercent of hoar or green iimc:per cycie dint ihis trrffic voiume will eetun►ly be fluwing w*£ff'eciive houi•ly volume is the uctual volume divided by tt�e sdjusicnent factar. � � Kittelso►i 8t Associates, Inc. �8 I F'sbr�cury 1993 ^ WE,rPevood: �racificCros�r Annex �,p,��Arr}��� � �I � �eu;..E B.2 t�a�acity of Left Turer Movement £rora� NVestwood I3riveway 'I'rz�f�is F�asc Potemtial Peres�ei of Actua! Capacity'� �ycle Capaci�y I Highway 99W 30 75 23 I Through _ � Side Sireess �7 20 1$ I I3ueing Signai�hange Intervals('t'ello�v plus All-ltcdj: 42 Bn�ed nn 139 xe�.cycle le�gth,3b00 sec/13Q= 2�inteevnls r+nd 1.5�vehecles cnn iaiakc naaneuver) a�o�A�, sa Conciusion: Peak letl ta�m volume is 35. 'd'he�s,roeecve c�paciQy i��l 9east 83- 35= 38 or!1..05 E. T��L� B.3 �:a�3acity of�,eft'T�r.n 1v�ovem�nt iRto �Iest��ood Driv�evay � 7'ra�c �hase l�otenti�! Per�ent Actual �apacity of C�pacity * Cyc3e �ighway 9�1� 17Z 75 133 Tl�roe��;h �ide S�reecs 1�0 20 �E During Signal Change Irat�rvals (Yell�w plus 42 All-�ed): �3�sed on I3�D sec. cycle length, 36Q0 sec/134= 28 interdals and 1.5 ve�ici�s can make man��ivex ) TOTAT 21� Conclu�9r�n: Peak left turn volume is l(?0. 'X'hxis, reserv� ca�acity is at least 214-100= 111 ar LC�S U. � Kittclsan dc Associates, Inc. 39 qj � Y ie1�� �i' bdVJ9iRL S�di'iO�A\.6�Y�8 �i'86"Yb61f'D.}.l969 �'IE�TP� @RL9�� �TPS. 93--�� F� A P'IAdPaL� �b2Il�lR IDY�L�ZI�'G4 F'It�I1�CS �PY� S:f?PiCI�L1�IOt13 6�iiiI�FI �e�E�YtG?VFE� � �U��3I�►ISxOId ��L�bi��l�t]f ��T A��T� ��+1t4E�D D�S��.��'�IdT �tdI�Y��P7�'LT�L, ��V�L,f?��Y�� P�.�T P`��i �i ��a�6 1��� lE�,t�1RC�L Ol� �a�Tf9 I.00�ATED �1�6'� t7P' C1�5S°�'L� &3ZY.Z, R+1C�. � �tT�I�TVY���.1rT� �C>BJ'JCFi �£�' 'I`HL �,�{�Y�,p� �lU�b�T`il�IfdN�, �D €A�&T R?P' 8�1 �.3�'�'F�i �'i�2dYF�o T�.� xi,g�arcl p1�r►nin� �as�si.��i�aa �a� r�°�i�w�c� 1tka� �u}ari�.vi�ion �reliminazy Pl�.t saad �p�sl�.��t��•� ��a�c���nti, �Fz� k�lr�nr�n�,aa� R�i�ri�ion ���.�� x���t, �.aad ick►�s �°a�as�st�ra�ffi �►f r�waLewixag �ge�.ci.��. Sn adldf.�tion, th� ��rrnmi���.�� �andu�teci � pu31i� h�a�i.�g ora �4.��,�1. ��, �.�93 fe�� �ka�s �ix��ae o� ����arrinc� ����3.r�aeea�}p on �.h� �S�c�pts��d d�v°��.cs��t� �la� �a�r►�.�eion Yna� bma�rd ifr� e����.�ic�n �sn ttae �����, �india�c�e, anc3 c�rnclu�i�na ne���ci ��l.our. uUk�Y €eF �1�E�LS�F,"�.°T�iL7 �".t�s�Et GA5'Z`Y.�F�' FI�CT,I.e �°IFk$I4$�ilSZfJ�i, I�A�seE°a�S '� Se � �eakirla.�r�.�i�a1 �IJ� 9�—�(3�3@ ,�l�a�ra��3 ���r�lo�era� Ft.�Srf�w �A� ���-�t��2 ��A91��F,��: �'h� �p�li���n�� ��c�a�et� a�a�ssr��al cs� a��gidmexat� ta th� app.r.cav�d �S��limi.nar� ��ba33.vi�tara pl.�.�. �ra� �l�a�n�� Desr��.cspre��x�� ��rri��r �e��ac�p�aa�L �l�n for �9xe �aa��r�n a�,�s�°assicn��.�1y �x�� F��l.f �# �x�a� �r�.� ��evi�u��y a:��arz�c� �� �� �1�� E�ax�.l A��ua��t�ira I���tli de��1c����a� �����8a. ���� ��������� �o-.o�;���a �o�.c����� �a�—��y m �r,�� ������� wa� �p�reav�d by tfi� �l�.na�.�,no� �ommi���as� �a� �4�y 11� 199�. ��a� �i�s� ph��s� a� tta� �a��arav�d d���].a���z� 3aa� br��n �on���uc��� �g ��.��1e Hil.l ��k�d�v,i�ion $�1. �'�g ��r13.�r �.g��+�o�r�l a�er��in� ��1�.d �a� tlae ���� ��k���c� ta �h� �ur.��nt �.g�s3.i.c�s�ion, unl��� mm�ii.£�.�r� �3� �ta3.s �p�x.��a��.��o �'&�� ��nr��n� �.ro��al. wrou�.d ��:Lc�h�ly� ��e3�acr� �h�a �au�s.b�x Q�E �.��� �.r� �:he ���a.l e��v�lra�m�nt �rarcg v�ka�at w�s �ar��ri����.�r ���r�a��d azxei ��r�xl.c� ��rcavi�3� �ar atanclar�i �it�° �af �T�g�rc3 r�a�ids�n�.i�l �s�r���.s r��h�r tYx�n �h� �ax�vi�ca�l� �a��rc��r�dl s�:r��a� n��vac�r�C c�� raaz��w ��r��ic� ae ur�13. a�� �1�,��r�o �o ��sli.fi���3,��� a�e g+�a���s��e� �� ���ec��� �� �t�r���. ��ub 1����ir�x��a arrouna3 f�he �a��f.m�t�� a� t�a� c1�v+��.��angrnt �� car�p�r�d �¢a �h�� l���i p��vf�u�3.y be�n �p�rov�dd �h� cux��azt ag�rlic��i.on �er�x�r��� ��ube�3.�r�.a�a.an p�°��.�i.nar� gal.�tfP�.�tt�n�ci ��v�s�.�agasa��nt Revf.ew �ox���p�u�a� plan a;�p�o��l �ca �.�,e�d� � ��a�a �g��csaci.�►r���s�l�r'��Q��a �e�� �it� a.r�it� 12�a �in�3.� �a�iA�r ze�i.��nt�.�l � lat� xangi�s� b���se�er� 5,��0 anrl �1,a2� s�ex�rs �es�t in �i��. Iax � as3�i�i.ox�e t���� �e��.�ate tr�et� ar� �����sec3 �ta�� wo�uld n�t l�� � � t�ui�.d3�ag �cs�.�9 Onra �.r�c� �.� gar.o�p�� �� cont�isa � at�,rmrna��er � �ca�li��• �a�3.�.i.��r �� ��e���3.r�d �y �'ni.�i�d �ew���ac�� .�g�xic�r ���.�.a�rd�m � �'he o�:a�r ��va� ��ac3�� �oulc� �i� l�sca��d �� ��.�la�� �id� �f �h€� � i.�a��r�a�cti�sra o� 5'b7 ].��t� F�,�r���a� w�.tlz �i&rq Td�l.a�ea�t �tr+�e� �nri ra�ul� �^a� � s°���rv�d for �a.tku�s� �u�ur� st�sretfl ��f��x° c�eZ,��..£t�► �a�i.l3.ty c����l��m�nt I�Rt or oth.�r �ut�r� deve�.t�gm�axt. � P'�%�IFsY., tiY�DE12 — �L�H �3-0(31?8 CAS�L�, I$�LI, P�3��s 3. I P�P��ZC�d�� ������ ��vel����� ����R�s �����r� ������r, ��, ��o 71�0 S� Haze1.£exn R�ad Rau�� � �ax ��2 Tu��a�in, O� 97�6� B�aver�o�P �R �7��7 (�omplgt� 1i�� ��a �GE�TO �1p�8 ���i����i�g, ���m (c�n��ct: �exx°y p�l���) �7�� S'� 5k��i�� ����. lPs��l��ac"RQ ¢3k� �7221 CC)I�lPREk�tJS�"� 1�Ld�i+i 19����PT�,�°TUPt: Aiediazm b7�ne3.�� �Ye�idgn�i�Y atad ��dium—�digh ID�rnai�.y Ite�iders�i�i zca�ax�€� n��x�aa��x�a�a; R@��`��} ��x���.ct��,��.�ir �.� un�t�/�cx�� �l�rsra�c� �e�r�l��am�a��} E���5�Pri} (13c�io�en��.a�., 25 xani��/����p Y�l�.a��x�d I1eva�l��ment) Le)C�,�ICaN� F3�taa�ern ��atl� f�i�.l Y ��ab�ivi�ioiZ and �WI 135�h �v��.rx�, �c�u�F�a a� vh� Cc�G�w��.cl �tabd.ivi�irs�.�o �G7�T49 2S1 �A, tax 1�c�� 3�00} Y�.F'�7GI�Ak37:,� �A'�T� Cc3at�tutiit� ?3�v��.�apYKl�r1� �t��8 Ckaa.g3��rc'�s 1�s 54, :��.5�, l�.�Q, 18.��, 1�e1J�, lg.�.5t�, 1�.:3.��, t�3�16�4 e ��mp��h�ra.�fv� F��.�n �r��.�.�i+�a ���.01.a 4,e�«1, 7�102, 7,2.1p 7.3s�.q Ta4o�e 7af.�, 8�1..1P and &.Y.3, > I n F'T�i'Lb�td�� AT�CAU`.� SI�'� F�PiI� �IFk'2�2�DUY+ft7IlV�"u� A� B��Ec.��caunci Ir��a'��rn�-�i�ar� �h� ��i�irnal prapsx°�� tna� b��n �xavalv��l �.ra � Y�x�� �xLambe� �a� d�^���.c�g�m�x�� �rc,�c�aaz� gevi��aec� by tlx� Ci.t�r4 T�� msac�� rec�ez�� d��r�l��am�:nt s�vi�:w ia�vr�lvix�c� thi� ;�or�ion n� t�� aarig�n�.l �arceZ �v�c� StYbcli�si�i�n �UB 9�v�A4f�l�n�.c�d I3ev�Zo���z�� �t��i.��a P�R �OaQ� a��rr�vad �y �h� �l�nni.a�e� Ca�ma��icaaz on M�� ].3., �.39f.?, ��anazinzg �arcimis�i€��i �'in�,�. 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Th� �irs� ph�s� i�!D I of th��. ap�.�a��ed de�rsl.apanent ha� b��n �c�raat�uc��cle �3 , � , E'I$1T�1I, �fiD�R — S6JH 53�-f30Q� °f.'�i�a^`Y'T,E FiYI.L ���� a �� P���gaa D��������m� �h� cu�r�n� ���lic����n ��s$u���� �u�divi��en p��lixain�rlr ����/Plsnned ��v�l��n��� ��vi�� eonceptual pl�� ��p��val �o ��v��� t�� ���xgxim�tel� 28.26 ac�� �i�� ���� 12� �in��� £�ap��� �e�iden���1 ���s ���gi�� ��twa�� 5e6�� an� �10525 ��u��e �e�t in �i�� �� �lluetrated on ��e p��li.mi�a� plat. �� �d�i�ian, ��z�� ����r��� tx�c�s �rs p�o�sed �ha� ��u�d no� b� b�ildi�g lo��a �r�ge��ed �r�ct � �e int�nd�d �� c�n�a�� � �toran����r c�a����� facili�� �g r��u�r�� �y II�i��ed ���a�r��� �g�aa�� �s��nd��c��aa riTo ����.il� ��� pr�avi�led a� �.a �lx� t� o� �ac�l��y 1tha� �roul.�. be d�er��.og�ed ca� #:h� in��a�cied o�x�rshi� of thi� t��.c�a T��.cts� � arad C wouls� �� locaterl at �3.gk��r �3.�a o� �h� �.�xt�rs�c�#.aaa of SW 1�5tka �.venue wi�h S�1 34��.a�sat �t��c�t. 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' , ��r; approval is sta.l� �r�li�. ���i �has� On:� h�s b�:�.n ca�pl���c� ��.��. k��`'`�` hom� const�uc�.a.on ju�t s��r:�.�ngo Th� c�raY�r ��.a.r���� �li�� ���e � �a� ` . �,� applicant �.� propcasi:ag, wk�i�h c�oul.�i aiter_ t�.e �S���r�.o�t� �:,�', a��sroval are: , { , r; A. To �rc��ide ��r_ s�ar�ciax•�. ��.t�y c�� Tic���a� �.ac:.��. ������� within Lhe sub�istisian; v�h�x��� �.� t��� ����r�.ats� �.p�+�c��^�1. � :nar.ro�rer than �ta��.a�d s��e��.� �x� �3.1��r� ws�a.� ���a�c��+��m ��aa�. � B. 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CI�OT�o the�c p�.ans ar� ix� �dc��.�.is�r� t«� an� dr��i�r�� x�e�ui.r�ci k��r ��a� �us.�dixag I���isicsx� �nd s�a��a1c� on�.y xr��lud� sh��ts ��lev�ar�t �.c� pub�.ie izn�rcat���n.�r��s� . , 11 e The �pp.�a.��r�t �ha�.�. p��vic�� an on-sit� r�ate�° c�u�19.�y �a�i�.i��r a� ����i��.:i�3��c� t���.�r t�.� guicle�.z��� of �7r���i�t� ;�����c�e �i��n�� �.�sa1.�x�.i.s�� ���1 Ord�r I�Tp. �1-47 . 12 . �s�r���.r�ae��.an o� �he pr��€�s�d public imp.�c�v��n�r�t� �.�ad �,��u�n�� � c�:� �3�a,sl.c�ir�g P����.�� ���.7.1 r��� cc�mzt�ex�ce �n.��.l ���er �h� � ��r�i��erinc� D�p�rt��i�� h�� ��vi���e�. and �p�rc��ae� th� p�lalic � .�mpr��a�m�rat �l.an�, a �t�e�t ap�nir�� per�tA�. e�x� �c�n���uc�i�n � �oam�I�.ance �gx�eem�nts has �a�en �xe�u�c�r�� �a�e�ut:�ffin o� a � d��r�Zap�r-�nc�a�n�e� ac����me�� ar�d p�yr��n�t �a� �11 ��r�►a.� f���, � � � � � 13. 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Tlae plaan �hall eonfox�an �o °"Erosian ', Con'�r�1. �l�ri� -- '��c�anic�I Guidance Fia�dbo�ak, N�ven�a�r 19�9. � , 16 o T7i�c�c� ueh�.�ula� ar°c�ss �h�a].1 bt� p�ahi.kaa��d to t�uxra�r Bcaaal�v��d ' and �c� �.T�. �.35t�i �v�nr�� sau�� o� �urray �oul�vare�a ' 17 0 �Ia bu�.�.da�nc� �a�x°m.i�s sha�.l b� a.��a��c� f�r �ny �Sha�� a� �.YZe '� su�a�av.�sa.o� �nti1 a su�fi��.�n� pc�x�i�ri �f Murray Boulevard h�s �.. �,��r� �o�i�t�u���c� ta pravia�e � p��red two�Z�rae ���anec��.s�ra ��s � S�:hc��.�.� F�a�xy �t�ad �r 13��.h �v��n�z�e 1.�3 0 �a�stx�rx����.ccr� �r_��f.�� sk�all raat be �llc�ecl �o tr��el ora ��is�znyr . �i1.L�n ��r��� nax�.�. a� �u�,r�y k3o�al��ra�d o � 19 o C;��st��ac�ion v��xic3.as, �.nclusi�.r�c� em��loyee v�e����.��, sl��l� n�t �ae park�d c�n prab�.a.c s�r�et� �aor�� ��' �%ur�a� E3o�l��r�.rc1, 1 �Q . `��� �pp.�i�ant ��c��ld. k3e a�aar� that t�-i� ��t� �f T�.����. k�a� atic�p'ted Chag�t�r °�� r�f_ the S���t� nf dre�an ��.r�x�tural �g���ia�.�.y �:o�� ar�d �.hat the grading �larz sh�l1. comgly r�itl? th3s �ixa�p���. �1 . 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