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Planning Commission Packet - 04/19/1999
POOR QUALITY RECORD PLEASE NOTE: The original paper record has been archived and put on microfilm.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. �09�� �fi�I�c�6"� �"@�A,�C3 R����F�� �C,'��l��I�� �,�,�� d4��illa °I9, 1���J -70�� �.�e ,��p'�.��r,���y °�I���� ��'t�l� ����`ER -"�"C���3 FI��L °�3��5 �V1'V' l��LQ_ �CaLlL�'1/�el�� �°i����, O���C�� ��2�3 e �e. ���1. �°� �Rf�E� x. ���� �.��� �, P��r�m�� ����r����� �����������a�� �. ������ ��,��t���� �n°� ������'@���N ���J6�) 9�mQ�1�d���9P��� �E`��'��,������° ���l�� �P��� ��m ��1��►4'��i�N�� �A�t� 9�a0��� '�/�R9�'U� ��"f�°�'�� �t��PJl�I�l�P� �������°a �"h� ��������� 6��� r�qu�st�d �pp���e�l r��'22�I�t Pi�s�n��1 ������sg���ra� ��abdi�o�9o�. �'h��� a� � s��t�r�B �r�� ��'�t �� pr�p���c� #�a �� p������;d i� � tr�ct ��e� N+r�t��� kh� �ubc�ee�a�i�n. � v�rE�r��to th� ��x��t��� 9e�gth ta �IPa�v� � �c�l-d��-��c; sr� ea�c��� c�f 2a0 f�e�. �O�P��F������f� ��� ������a�`����9� L��r f�er����y R��sd��ti�i. ������ C���9��iA�°I�F�: ��.5, �i� ��� v ���i6� ���gd��r���� �7,�4��1 �q�ar� ���t). �"h� ���� e��e �f�h� F�-4.5 z�r�i�g di��re� i� fie� ���ab��a� ��;�r�dard �r�a�c� l�vv-d�n�ity �-�sid�rati�l har�� �i���. ����'�I��Vo �"h+� �ub���� p�r�4� ac�� I�cat�d �r� �h� so�th �id� af ����r����� �Jsi�r� �� ��� ���i�ai ca�° ��J i�c���a�� Str��t ��� ��J 7�3 Av�n��; V�C`i°� ��`����, °�"�� L�ts Q0601 �sa� Q�`�Q�7. �.�����A�L� ��VB��V C�!`��R��° C����ara�� 6���r�6�pra��nt �r�d� ��5� ter� ��.350, 1�.�9�, ��.��Q, '��.5`�Q, ��.705, ��.7'@�, '1$.7�45, ��.7C�5, 1�.7��, ��.795 �rid 1��9 0. �a i°�°�°�� 3 �i��l��S��S�7 [�u�ne F�c�b�rt� �. L7"T��F� ��1�6iV��� 7. fi�D�D�l��t�1����° � r, — -- -- __ ---- ��� �!'9"°Y�� 7'���R� PL.�N�I�� ���fi�l�����@ E3���o��iVl��ti�g i�i�a��$ . Apri� '�9, 19�� `�. ��'���'������ ilo��-F��°��R���� l��dg��k cailsd th� r���tir�g �ca or��r a� 7;�� p.rra. Th� m��to�� �v�� hel� in #6���'iga�-d �'svic��nter, '�e�v�ri ��II, a81312� �Vii h9�8i E�ivd. �. ���� ��l.E� ��rr�rni��ie�n��� F?r���n#: idice-�'r��is��nt ��d��t�; �oma�i��i��er� C�. A�d�r�mr�, J. ,�r�d�r�an, Ir��;ai�t�;�ra, Mor��, C�!�er�, as�d �cr�l�r ��m�i��io��r��bs�r�t: C'r���dent V�'�ismn, G��rraA��ic�n��Cri�fth �fi��fi�r��en�: f�i�k ��uversdor�#, R'I�nnirog �'9a���ger; Jt�ci� H�Jd�k, A�s�c�ce�te �P�nn�r; ��i�ri R�g�r, [�eveloprr���� l��vi��.r �rog����r; Jer��� �a�rr��or, �'f�r�nir�g �a��mi�s's�� ��cr�t��y �. ff��..��3�@�� ���f�l��iOEi C��6�iU�y�A�'i��� �e�rr�re�s��6�s��r �'�d���f rri�c�e � r�rr�ind�r tha�� fh� Tr�risp��fi�tic�r� �c�r�� 9���� �'��6c �arc� h�s ����rs� meeting �l�r�d�y ��igl�t. �. ����I� H�A���� �.� S�i��9�I�I�B� (St9�� 9�bQa��/s��.��@�i�� ���'�L�����B ���G���P��� 9�� 1�0��/ii�����9�� (l�A�) ��-4��06 V��➢°i°lJl� ��'T�'T'�� ����ll�@�IC3� ������7': �"hi� ���li��nt has r�q�����d �spg�rc��r�i e►fi a 2�-9nt �I��r��d C��v�el�prr��nt �u�devisi��. "�'h��e i� a r��tur�! �r�� �h�t i� pro�s�s�d �o b� pr���r�ed i�o � tr��t�r�� �ith�n 8he st�bdivi�is�r�. A��riar��e to th� rraaa�irnum I�ngth �a �llc��v � �ui-d�-sac in e�r,�ss, e��2�Q fe�t i� r���s���e�. CO�P��������� ����3 �������"�'@��: Ls�� C3���'st� ���i����i��. ��b�97�C� D��I�N�°�1�3�l; @�-�.5; Sin�i�-Farr�iiy F���id�n���i �7,5CQ 5c��a�re F��f). �'he p�arpa�� o$�h� r�-4.5 �c�r�i�a� di�trict i� to ��t�b6i�h standard ur��n lmv�-d�r��ifyr resider�ti�i ho�� �i#�s. L���:AT'1�N: Th� subj�cfi parcels are la��atec� c�r� the soufih �i�ie ofi�1/�l Of�ntur� C�ri�e �t th� terrni�i of�V11 Locu�t ��e��t �r�d S'JV 7��n � Av�r�u�; VilCT�/0 1�136P�,a,, �'�x Lat� 006U1 and 007��. �PPLi���L.� R�VI�'�f �, ��6`���.@�; ���nmu�i�y �3�veft�prn�f�t �c�d� C����t�r� °E�.3a0, 1�.3�0, 1�.A�3Q9 �" °i�.�10, 1�.7��, 18.715, °I�3.7A��, 18.765, 18.7�Q, ��.Z�5 �nd 1�.8'I 0. � ;� � �amn�ission�r C3Es,�n r��orY�d that he had ma�d� a sit�vi�it to th� area. � � �1'�F� f����R�' � A�saci�t� F'lanr��r JuEia l��j��ak pres�nt�d th� �t��'r�por��� b�h��l��#'fi�oe �it��. �'hr� �rr�pos�d su�d�vision has 22 lots planr��d. �"�� ap�la�anfi i� �i�o r�q�a��tir�g �n adjusfrr►�nt�o�h� �u1�-d��-�a� I�r��th tca �light�y���ao�� 300 �eet in I�ngth. `�h� �urre�# PL�.NNING COMMISSION NiEETiI�I�i MINUT�S—R.pril l�, 1999— Page d .` c�d� �t�ndards pravid� fc�r � c�aR-d�-��c n� Bor���� �han 2�0 ���te �i�� !�t �i��� �ange fi��m �,07� squ�r� fe�t t�a 11,�3�' �q��r� ���t, �p�r� ���c� i� �l�o p�ovid�r� fi� pr�t�c� an ��istar�g �lr�srr�g�va�y, T��ct A �� th� r�o�h����t�r� �r�p�� bound�ry. �'h� �ifi� �Icap�s dovar� tc��l�r��ur�. ��s�� �n � g������r�o��B ��p�rk, th� r��r�h�rr� i�a�� rr�ay b� �r�n� �� inst�bifitg� if �r��er r��a�ure� ar� r��,� fak�o� �uring �c�r��#ru��c�r�. ��� fih�t r����r�, ���ff r�cornrr��r�d� � cor�ditica� r�qa�Er•ing ir��6�id�a9 �erafi��hr��c�f r�;p�r�� c�re fhes� I�t�. i��� �6so r��arv?rr��nds� con�iti�a�� fo er���ar� r�axir�urn tr�� ret�r�tion ir� the �r�a, and appr�aa9 c�f �h� ct�l-d�-�a� I�r�c�th adJtr�tr���t dta� �o �he tc�pn����hy 6�su�s �ork4� ��id �:�st of ��he d�v�lca�r��nt sit�. �ll�. H�jdu6� r�pr�r��d tha� gtaff r�:c�ived a i��t�r addr���ed fa the 6�E��rrin� ��m�i��ion. C�n� if�rn is ir� r���rd �a #i�e sm�ller�h�r� rr�inimurra i�t �iz�s. d��ath�r� it�rrr� is th�� �cyrrne tr��� ��y ��a� h��re b��n r�pr�r��d. 1"t�� ��c��ir�d r�vis�:d tr€�e �I�� �ail9 �n�a�r� ��c�r��yo D�vc��opm�nt Re�i�� ��girre�r Bri�n ��g�r reported th�fi �or��itio� 14 es�nr�¢�n� a ' �a6��tr�E� ira��rov�m�nt r�quir�r���t aa� V�ntur� f�riv�. �-9� �#a��d it 's� ��rr���nrh�t �f �i bc�il�rpl�te ��r�ditican �nd th�t �t�ff I��t �iie c�r� vvha� imprc���men�s a�r� there �� pr�s�e�t. �he,�fir��fi i� mos�9y �r�proved with th� �xr.,���6�r� �� sid���ICC� ar�d str��t tre�;� �n the so���h side. T�� ��co�m�ndat�on i� �e� c�rn�l�fi� �h� h�9fi�tr��� or� �h� sa�tl� sid�. The applic��t h�� �or�r,�r� �bo�at fiop�gr�phic c�o��#r�ir�t� c�r� th� so�th edg� vuher� V�ntur� �r�v�; �s Ic�vv�r than th� subject sit�. T'h�y �r� �ryir�g @� profi��� � �h�� �r�� �ss much as �a��ib4�. fVdr. #��g�r sai� �h�r� i� �bilaty tc �a��truc# a ` s9d�vvai�c, but ��at th� pre��nc� e�fi tre�� is qu��ts�r��k�l� anr� not li�C�;ly. Thr� r�cm�rr��ndatio� is th�t fih� a��licar�t �i��ll campl��� ��� �tr���� ir��r�v���nt� r�r� ��t��t�r� t� ir��lt�d� � r�c�r��r�fi� sid�v��lk an th� �e�uth �dc��, �r�e� hir� �r� �r��ri�t �a avs��t 4n the d��ig� o� th� ��d��v�i�C, �nd th� �a�gi sh��cfd b� fl�xibg� c�� �l������t �r�c� �idth tca r�tir�Qmi�e th� ira�pact c�r� �he fir�e�. �r. ��g�r r�p���d that r.;c�rrditian I�a. 17 di��c����s ��r� prop���d r�i�r� r°�e�9��a �f . fi�� �;�� �fi th� �ul-d�-��c b�a�b, �'I�� �urp��� r�f �I�� r���c€i�n i� �� i�e��s�i�� th� ira��act or� th� tr��� �nd tapc�gr�phy. Th� m�diar� i� use� t� terr��� �l�� ru6�c��-sac ar�d ma€c� it ir�t� � o�+�-�v�y b�ali� for tr�ffii�, vvhi�;h is g�ra��a9i� ty�i�l. H� r���s�r��a����d �h�t ��,� �r�cap���d r�ais�d rr���i�r� ir� 7�th �'f�c� �h��lc8 �� r�vo��r�c� �c�d �p�rc���c� �y tih� �ifiy ��gin�:�i� psi�� �� �c�nstr��ti�n. �'ir� t��ck ta���ir�� r�di�m� �eq�air�me�t�a�o�ald b� ���. 6'�r. F�a��r r��ac� r���car�d�d �o ��m� 6:���.�s�� r�is�c� ir� � I���r �r��en��� �}o iV��. F��jdu�. Itern ��. 2, r�g�rding SV� L�cu�t 5tr��� �N��t af the �i#e, e�pr�ss�s � coi��e�n thafi the ��re��� @� r�ot fully ie�pr�d�d �r��9 that c�rs p�rkinc� c�€� �€#���° �id� �� � the re��d rr��k� fineo-�ray �r�ffic di'�'ic�l�. �"he concern i� th�f �de�ine� �or� hcam�� to A th� �re� creat�s rr��re �P��c pro�l�ms. Th� tra�ic �fuc�y �ddr�s��c� �h� ���u� fiha� a �ddi�ior��l fira�f�c i� ��p�c��d, b�t i�t i� no� ��fii�s�a��d t�a b� a �i�r�i����� �rc�biern. ; �"hi� i� a o�alic4 ct�n��rn �s �he �gr��� i� r�arrav�, k�eing 19 ���t mn a�rie��h. T�h� �u61 � im�rc���m�nfs are o� tF�� r�c�rth �id� ar�� th�re ar� r�o p�rl�ir�� e��trie�tion� i� pi��; � I,�aw�:v�r, th� cA#y h�� th� �bili� ��r lir�it ���ki�� #� �4f��i��� �r��� ����tav�r�bilit� p�roblems. �'he r��ider�ts �r� r��� in faucar nf h�vi�g the parkir�g r�s��ac�d. PLANNING COlVIM15S�ON�IBETFNG M[NU3'F5—April 14, 1435— Pa�e 2 Et�e� N�. � i� �h� e�tt�r ���c�or��nci� that �p��d h�a�p� b� pl��d a� �.c��u�f ��r���. �r. ��g��r stat�� tt�i� vsr�� �ot r�vi��a�d �� p�r� o# th� pr��j��t ��d i��� n�t be�r� r��or�r��;s�d�d by th� �'r�fi�i� �r��ir�c��-. The �iiy h�� � �p��d ��a�� pc�iicy �rad fih� r��id�r��� ��n gca �hrrar�gh the pra��� t� ��t fh�ir �tr�eL pi��c� an �h� ii�� fis�r th� s���d b�arnp prcagr�rr�. �amrt°a�s�i���r 9n�aic�fi�rr� a�k�� i# �ondi�ia�a 1�, wh�re th� tra�ic r�p�rt provade� for�fuli-�rEd�h str��t ir����v���r�t� i�cirac�9r��tr�f����nfiro! de�i���, al�e� ����t s���d b�rt�p�. iV9r. l��g�r ��k���d �h�t ��r��itica� '�� is ����kir�r� prirr��rily #cs ir�t�ri�r ������� �nd �h�� �r�fffi� cc��troi ��vi��� g�r��r�ally r���ns �igr��, �fc., no� sp��d f�urr��s. �o���,i��is�r��r F'�d��tfi �e�rr�m�r�t�� ��r�t or�ly �n� �id� ��pfi�� 40 � �hr�a�ag� �tr�;�� and r�ay nc�t r�u�ii�r �rid�r th� carit�ri�. �,flr. F��g�r �h�r� �ddr���e� @ter� f��r. 5 ir� #h� l�if�r h���r�c� tr� d� vvifih d�br�� dn th� �fr��� du��r�g c�ra�tr��ta�r�. i his e��u� falls �ar�d�r era�ic�r� c�a�xrol, whi�h is e��r�rc�d b�th� Ur�ified �ee�er�.g�Ager��y��d �h� �a�y caf Tic��rd, ar�d h�s b�en �ddr��s��. �omrr,issi�r��r�isen inquE��� a�a�t�h� e}ct�r��inn a�69t",���r�ue. �r. FZ�g�r s�id it ��p��r� ii�a� th� ext�n�i��r ��' L�cu�t St�-e�t is tryia�g tc� f�ll�wa th� cor�fia�rs �cr��� ��� sit�. �A���cer�fi tcapogr���y is r�ot av�il�ble, �ut ��� �x��r��ic,n 6i��s �p �nrith th� ri�ht-c��-vv�y of 6�3a" 1��e�ra�s� �outh of th�; sit� �n� �� a �c�od pa��ibiliin�. Th� �xt�r���c�ra i� r�c�# sot�c�f�is�y #h� �p�li��nt i� r�r�u�r�d t+� �c��sfrGt�t, ��t a �tr��� ���s� th�°�aug� �d��c�;rrt pr�p��ti�� ��d ����i�ility 6� rey�ir�d. �"h� �x��#�nc� �r�pc��l is �r.9�q�a��� �� i� and �x��n�iar� i� passibl� ir� �h�fu��r�. �omrnis�ior��r C��a�lg�kt or�quir�d �bo�� mir�ir�us� {o� si�� �f fhi� ��r� r�e�� � �I�s�s���d d���lopr��nt. �/d�. H�jduk re�poe��da�c� �h�t !ot�iz� �� '7,50� �q�a�r��'���. �"h� �t���i�� ' vu�� �ri�;fiy�s�c���ed. ��'��I���°�'"� �R��EN'T�"T9�6� F��;r+ ���db��s�, Lar�d �olutio��, �'Q Box 3$, Cl�ci<�m�s, C3� �?C���, °s� rrv�arkira� �vvith t��e ��plic���. h?� f���� th� �ta�f e�port w�� ��II c�e�r�e, bu� u�r�r���d �� ��o��s� �carra� �larif�atian�. F'�ge � taf th� st��' r��a�rt d�al� �nri�h �h� �or�di���an� �'� a�pr���l; r�g�raing fi�e sfre�t t�e��, th� plan is no� ��ady�o b� pre�entec! ��d �i4! b� c�t�r�� �� p�rt n�the �na� plat revi�� �nd ��nstru��ti�n piar� �roe�ss. F�eg�rdsr�g Cc�nc�i�ican '�, th� ri�ht-ofi-way i� �d�c�uat� t� sup�rsrt pla�em�r�t af �tr��t fire��, E����r�i�� � �ond�tions Z, �, �r�d �, �ldr. SancJbia�fi �r��ented an e��ib4t dnr�� �� ��r� c�� the � �r�:Birr�inary+ submitta8 pro���� �h�� �hov�� i# i� po�5ible tc� r���fi th� �nndi�i�ae��. �°hi5 � wli be d�n� by �he tir�r� of th� �inai plat proc�ss, �nd en�i!! �haw b�ildirag �r���fo��s � or� the �ite �nd fh��� ��e �r��� propc��ed fc�r remssv�6 ��� ar� ����rd�r�� �ith � Condi�io� �, as �v�ll as lar�cis��pis�g in �ccord�r�ce vvi�h �c��ditic�n � �� �ro��r� th�t � t6�� c�pen spac� requir���r�ts �r� m�� i� u�ward� af 54 p�r��r��. �'h�r��'ea��, th� � �hre� �o�difions shc�uld b� suppc�i-t�;� ar�� vvil6 be ��a�th�r ��'��t��fiiat�a ira th� �r��l -� pf�� prc��es�. Mr. ��ndbl��t ���� �r���;r�ted � cul-de-�ac d�sigr� th�t m��t� spe�i�cafi�n� ficsr fihe �aa�ia�in Vafiey Fir� L7iS$PiC$. FE� �t�t�d �h�� the d��i�r� is unique beca�.�se fh� �p�li�n� w�r�4s fc� prat�c4 a� mar�� tr�es ar� #he �ite �s PLANNING�OMMISSIOtJ MEETINC'i MII`TUTEJ—/�r.pril 19, 1999— Page 3 pa��'sbl�. `�h� d��igr� �i�� c�f th� �r������r�gin��r�a� �r���r���� �r��9 �8�. ��r�d�l��t ���t�� th�� if�9�! b� p����rwt�d �c�th� �i�y�r�gi��¢�r, . �r� ��r���l��t��ic� th� �pp9i��n� ��r��� �i#h th� r��ri��:� I�s�gu��� f�r��r���ti�� 1A�, �eg�rdPng � 5" sid�w�lk ar�d hirir�g �r� �rb��a�#, �rrd the ���9�cli�jr �f�h� �ifiy �6�h �th� d��igs�, ��d en�a�h th� r�vi��� I�r����g� far �c�r�di"tion �17. �i��, th� ��vi��d c�l-��� ��� �c;�B�� rn��t� ��nd'o�ic�r� �fi r�g�rding h�v� �n ona�it����9li't� c�� ��; �ms�st��a�t�d tr� ��e4 th� �oty �tar�dards and th���s��c�i�ian� 23-2� c�r� b� m�t. l�U��9� �°��`Ti�s���C �`R� ��,'���3 �ar�� �t��E.a9� �°���'I��NY - iN ��PC���T'I�N � ° J�E�r� St�vv��t, 1006� S�V 71�� �i���, �"ig�rd, f��, inq�air��! ��i��t �h� ar�ap��fi a�f the ��I-d�r�ac �r� fih� �eighbar��oc�d. T'h� i�s�� c�fi ���i� vvas ds��u��ed. IVir. �fi�w�r� f��i� t�� de�r�lc�prr�er�fi vviil imp�c� ��� re��d��t� �ar ��v�v°�! r���cr��. �"h� s�vuer �al�r� ��Jts �!i dr�i���� er��� �''is¢ Pl��� �nd th�c�r�d�:� fln that �tr��:t �r� n�t �d���sat� < �ver� v�✓it4� �vid��oing c�� the str���. ����6aprr�e�t af th� �Yr��� �s�� dis�u��ed. H� beii�v�s 70% nfi t�e �tr��t is n�t �nish�d �� th� ne��h sid�. �°her� are r�� curb� ar �ic��waiks �r�d it i� ��rr�c��w, �nd pu��ng ��r�ca par@cing'" sign�th�r��uc��l� b� � h�rd�hip ar-�d c�nfair�tc�th� r��id�r�t�. �s�rr�pi��ia� �f th� str��f�v�� dbs��a���d. 11�r. �tevv��t is c��po��d to th� de�e�ir,pm��t b�ca�s� of fih� �rair���� probl�m, ��� �ic�t�°E c�f the . �tr���, and ti�� �mail�r Ic�t si��.. P-i� �6�o i� �c��r�e�c�e� ��c�ut tE�� �rrr����fi c��F tra�i�, th� I�¢��Yh �f firr3e b�fore cdr����ti�n, �nd �h� i�n����c�n v�rild�a�� i� fiF����r,��. � �o��i��ior��r C�I��r� inqui��� �bc��t �rasi�n ��c9 �ppc�q�a�hy 6n fih� �r��. i�r. ������ r��p�r�d�d t��4 th� t�a�a�gr�p�y i� �t��p; h� s��f�� th�� � Ic�� a� �s�t�r �or��s c�f�fi�� �ill aa�d thi� �h��@� b� �ddre�s�d. �3ri�n R�ger �ddre�s�d �t�� dr�ir�a�� probl�nl. F9� �t�t�d �h� rr��i�a �r�io��g� ��r�� �iong the �e�� bou�dary and dis�h�rg�s int��ier�tur�, ar�d ���tF�er d��ira�c�� s�s�i �he eas� pr��aer�y lin� �I�� dr�ir�s i�to ��ntur�. �!� ackrio�vl�dg�d that a Idt of wa#�r caa�e� Q�f fh� hili. Th�re +�r�s a slide durir�� �ork a�d fihere vu�r� ��r�� prab�err��. C�rr��-ni�saaner Padg�fit �fi�ted th�r� w�� ri� vv�y ta �;sanditic�r� th� �equ�r�c� �f the c����ra�cfi�n �o th�t fih� irr�p�o�ern�r��� in �h� sfr�et widenir�g va+��aOd b� dcan� pri�r�o ����traa�tian tra�f�ic �ai�g 'sr�to the site. �fir. Rager re�pca�d�d $h�t t�e onBy �w con��ructic�� �c���� is �a�c���.c��l���. 1"��f�c co��rn�we��e di��u���d. � � � H�r�ry �€�►am�n, 1�J�00 �W'lOt�S fl,ve., °�°iq�rd, Of�, �hose �Qt fio s��ak. � � �la�ad� �mi�h, ��3(3 ��lV Lc��u��, Ti��rd, {3E�, ��k�d �boa�t th� 12d-��� ra�l�. T"i��r� � I�v� r�c���dir�g th�tim� � deci�iun r���t �� rn�d� w�s ��cplair��de 6'�r. �rr�i�h �a��ed if � �he ��plic�u�� h�d gor�e tca fh� Fir� ��p�rt��nt r�g�rd@i�g cu�-d�-��c req�ar�rnpn�� ��out th� �r�o�n� c�f ham�� (25) a�d ir�gr�s� ar�d ������ on � gi�r�r� i�l��. H� p����nt�d � p�r�phiet (�xhi�it �). I-d� �I�� r�f�rr�d tca Pv1Q. 5 �nd a���d why c�nsider�tion h�d n�� been giv�r� i�� a� �xrfi e���o \f�ntu�� �v��u� �� we!! �s PL.ANNING LC�MibIISSIOr1 MGET'MG MITIUTES—AprQl 19, 1999— Page 4 Loc���. 6��. �c^���h s�id t{�e I°ir� �ep�. r�quir����ro#��r ir���#. J�lia �4�jd�k�xp1��n�s� �h���he ��iiding Gep�. r��ei���th� b�ildiny ��sd��t�c� it did r�ot prc�vid� ���rr�er�t��� �ta��r� #hi�. �h� b�6P�v��th� r�q�ir��t��at is in�e�d��4 fcar rl��ci�r�d �����t�, c�l-�e- �a��, driv��nr��� intc� �pa�tr��rr� ��r�n�i���� �nd rat����t�p�� ���tr���� t����r� raa��s� ar�y�4��r� �r�d i� n�� ��pl9�d �� ��r��t� i�tenei�d �� b� ��i�a�gh-�tr����. �lr. �r�it� expr����d �onc�rr� ����t th� ��rr�st�nt �a� t��fffi� e�eth�r�t an�s���� ���r�r�� ���ts �h� at'��. � J�� IC��t��, ���5 �VV�f�r��ur� ��., °�ag�rc#, �5�., ea�pr����d �cara�€;r�o �bc��s� ti��ir��c�� �n �ler�t�r� �riv�. f-9� ���d �h� �r��°� hwstcaa� s4�cs�� o� �� �� �c���p��bl� to l�nc��9id��. �h� �r���ar� h�� b�.eiit � ��p� tM�t h�lps, ��at th�r� 9� ��ill � I�a# c�� ����� ��vv� the h'sll��d� c��ring he�vy r�i�fia91�. l'he ccar�c�rr� is ���# devc�l��rrn��� r�ifi c�use dis��rb�¢��� fo t�� iar.d a�d i� lik��� �ca ��us� �� ir�r;r���� i� 9an��lic���. 6�� asks#ha�car� t�����e�r�fc� niini��°ai��f9�� er¢��ac���'c��s�r�a�ti��s. ��rnes Hill�, �Q�O i S1/1/ 7ng" /�v�., �ogard, C3f�, r�f�r�eci t� ����� 2� �c�d 27, �rc�vbd�ng far tuv� poi�t� �fi �ngr��� �nd ��r���, �V'J Lacli�� �r�d ��+� 7Q�t" �a�����, and p��� ��, r�g�rdi�g �h� ��i-��-���d��igr�f�r���n��m�a �f��V�0��'. �I� i�e��ir�d abaut �xt�n�i�� �f str���� ��d prr�t��fs�r� cof i��� pr�p�r�y f��o�: ����ir�g ��ay ��:c��ase ,��fih� �#��p �Ivp�. Yh� ��c��d �ar�gr�p4� or� pac�� 21 ��y�, i�th+e �tr��� r�v�r� �x�e�ded ti��n ti�� �rm�es��i wn�i� �x���� the �iopc� r���ai�er��rit. It vva� ��piair�ee� �hi� 9s � �t�f��rr�r, �h�t ev�ntu�l4� 'st is��ie �nt���fi9��:r�vv�li be thre� ��i�ts: �, th� �na��t��n �n� �f �..�c�r�t, th� ���t�rs� er�d c�f�.o���t, �r�� 7Qt", t�u� i� thi� pr�ap���9 Q� i� r�nEjl L��aa�t ��re�t. �6�k ��v����darff s#�t�� th� gra�d� i� tc�ca g��a�fc�r ������ �� 'J�r�t�r� �nd �r�at�� � h���rd��� cor�di�io�. �n 7Qth �tr��t, ���y ac� ��t �onrr� �h� r��h�-cs�v��y�, �h��� �� � ��p i� �h� right-of enray �s�d t�� i��r���rt��r��� �c���i� e��h,� �a��. �'h� appBi���t ���nc�� b� ��rc�e� fi� b�ay �h� �ic�ht-c���o�y, b!.i� �h� �ity �c�ur�cil ��� �h� ��iRi�y�o �or���r�r� f�y� prap�r�. �ili�� F'ri��, ���5 �tN V�ntur� �t., `�°ig���, ��, ���rr�er�t�d �� �r��ie�r�, co��ad�re�g th� `sr��dequ�cy can t�e �9�tion�i ���rd �it�:. ��rre�g� tQ t�� �i19�'sd� i� gr����r th�r� �a���e� b�c��s� �a�t���� r�rr�c�v��, �h�:r� h�� �a��n n� ��:�fi�r�f�c��a �a��°k �r�d � r�r��dy h�s n�t bec�n �d�qu�t�iy addr�s�c�d. H� �aid h� �e�� e�� �comp�iling r��s�rn �� gr�r�t � wai��r f�r.� 8ot siz� to S,OOQ �a���r� �'��t. �'h� �at� r�cc�rr�r�rer��s T,SQ� square f��t anci if #h�� w�� r��int�i��d it v���ld l��s�� fih� d���ifi�, vvhich v+�ould les�en th� �raff�c, �r��i��, �r�c� �th�r �r�a�����. ��r�rr�i��ior��r F'�ci�e�t � expi�in�;d �he applir,�nfi'� r�qtaes� f�or � pl��n�d d�v�iopr��r�t �`d�ri�y, whiGh �uvc�t�9� � affc��th�� to aa%�rag� la� �i��s. �°he �ppli�ar����ys ti�� r��:or� for��a� r�qu�st i� �� c� �Il�vu fl�xiYaiiity ir� i�t siz�� in �rd�r f�a pr���rr�e th� �at�ar�l ar�� 6n tl�� r�ca�h���t�rr� � pflr�fii�� �f fh� s���. �a � M�rk ��ar���, 7��� SV�! 4�o���t Stre��, T�g�rd, C��, �x�r��s�d �c��c�r� �h�t s���ki�g � �h� hcs��c�� �n t�p �sf e��h ofher is r�ir�ing th� �o�i�h�c�r�e�c�ca. H� al�� �t���d �h�$ °s �a�us� ��r�et �i�s c�r� � hill �nd ifi parking i� t�k�� c���, n�a p�rkir�g rn�s6i r�rr��is� ar�d �� al�a b��am�s � tra�c �n� p���stri�n h���rd b��u��t9�er� i� a k��id �c�rr��r d�e fc� �h� h�!!. �r. J�r��� s�id th� r�r�offi is aiso a prc�b6�r�, �'LAhI]+1ING COI�11��I[SSTON M�ETING tv1INLJTES—April 19, P9S�9— P�ge 5 �hri���ph�� �.�shd�, 9 Q27� �L�!69t�' �,�ae., �i��rd, C��t, ��i� �6k? �U�'��9���� I'18� �iCD�� ira fhis �re� b����u�e it i� a ��a6��, �le�sa��t n�igh��arl���d, ��d �d�s�� c�c�r� �c���� � �ill r�i� th�t. �-i� ��'sd �9�0 �Aven�� a� nrt pav�d, it is� ���� �r�d �� ��t�n�ai dri�� hi� ��� �h�r�. P-�a� p�ca���ty h�� � t�r�irs�g� �rn�r��m ��d h� �� �r����eesi �boaa� dr�i��c�� �r�d #ra���. �!�w�a�3c9 lik�tb ��+�f�e �r�� imp�e�v�� ������ it i�d���l���d. �Qa�r�e �c�s�er, 9�65 54�1 �✓��ti��a br., °fic��rd, C3i�, i� presi���� c�fi th�� VV���i��t�r� �quar�; ��f���� i��€��c����r�° ���u�ia�s�ra, �v�ic�i �a�rc�� � on�-��o�t rigi��-�fi�r�iy alars� V�ntur� �?�i��. ��� �sic�d ��iau� �h� �ro����d sid��noalk o� V�r�t�r� ��E�� ��d ho�r it yvill a�'����th�� I�nd. ����� ��c�s�iri�r� tha�fi��t i� v�rhy �h�r� ss n� ��r.,��� �c� �Ients�r� Driv�, �i����s� ofi xh�� c�r��-f�c�� ����m�r�t �ns� not ka�c�u�� o� tca�s�gr�pf�y. A ��st� o� �3�� tax ��s���c�r'� m�p �a�y� th�r� is � or��:-f�at s�o�- �+�6�i��iar �cc��� s�rip, vvhich s���r�� th� �ite� tsa th� sc����� �a�r��$ b� r�iven ��e�e�� �avithout re9ir�qui�h�l�n� e�$ �he ��rip. °I°hs� �it� ���� �hi� t� cQr��rcai �����. �� ss �c�� prc�pc��e� th�t ��� �p�lic;�r�t be �i��r� v�hic�i�r �cc�s� tcs lf�raf�ar�, �o the sici��rv�l6� �rauld s�ot �1���#�hi� Eared. �and� �i�c's�r��3ir�, 7��3 �VU' Lo�u�� �tr���, �'�g�rd, C��, 4� ��r��r�y�e! �abc�u� fh� �r�p��f r�r� uv�ls�lifi� ir� the �r��. �i�� e� �1sc� c��s��rri�d ��r��'� t�t� i�p��t o� fr�fi�i�. �h� ��h���� r�c���ia�r��ie�� �f'th� v�r��r���'�r !o�s��� b��a�.��� ���;f��ls th�r� ��� fiac� ��n�+ h��a��� �Src�p��ed f�ar fih� siz� 9f �t�e prcap��y. t��. iV�a�ga��ell� ��k�d if ther����l� ��tr��� b�tv���� fh� hou5��, f.h��the cio�ert��� c�f�h� hc��se� a�a�a��t9 her q��ifify+ c�f lsfe. ea,r�ath�r i�s�e i� �hs rac�is�, debr6s, m�d ar�d d��t, frr�r� th� cc���fir���i��s. �h� �i�c� ����d v+r�at trees� wocafd �e sa��d. �t ��� ��p9�ir�ed #h�� ��an�tr�ctio� i� r��ul�t�d �g� �ity �y°din�nc�. �he�rr�a�r� ����, 71 C�� �d�J �.�c��� Stre�t, �"ig�rd, f�F�, �xpress�d ��r��rn ab��at ��ce�s �r�s� p��k6r�g. ��r�r� ��r I��� t� q� ths-�a�agi� � ra�rrovu ���fiic�r� �r�d ��ti���� is p�rkinq or� t�� �tr�et ifi b��mm�s � �ne-iane �n�r�nc� ta the �tr��t, whi�h �ai�l b� � fira�ic haz�rc9 �� v��il ad � d�tri�n��at �c� �'ir� D�pfi. �c�ss. 6�� dc��� r�c�t ��e�c� �r��a�ra �robl��o�, ��at ffi��r� is rr��ddy w�t�r� c�� il�r�fiura. C�ar��°r'g��iv��r i'adget� ex�l�'sr�ed �baLR�fir� a�cc�s�. Cuy�"��z, 7Q�� �ll�V Lc��iast a�r���, Yigard, fJF�, d��h� �uthor af th� I�t��r���t trs�hc� �c�s�r�i��ior�. F��q� ?2 c�s ���e �t�ffi ��p�rt ���t�� tPy�t �°� �����t ��r���t i� � Ic�c�4 re�id�ntial street vvi#h a �2' c�rb�4�-�urb secti�r�. Ifi i� ar.t��ll� abc�ut 19 f��t v�i��. �'his �� � �rery srriaii �fir��t �r�c� r�d�c�d p�rkir�g v�r�ul� k�� � �e�rer� inccar►ver�.��r���. Rdditior��iiy, srr��9ler 1at �i�e� �re n�t �f ch�r����r vvsfih �i�� ��mrr�i�:�i�y ��d dc� �����: ir�. Hc� �'��i� a r+�ad t� 1/�r�tur� rtr��� �cat�l� be buiBt. ��c�t��� Lcscu�t �tr��� i� � ��:��r�rreall sfre�t, h� i� verr� cc�ra�rn�d abr��t�tr�������fi�. .l�ahn st�v���, vdoh� spak� pr��i��sly, �g�9rm ��Ik�d ��o�af th� vu���r i�s��. H� v,o��ld Id�� � �Iap� �t�bility �ss���rn�nt. 9f th� lc�fi si�e� w�r� bi���r�nd ��f� �tr��t prcabl�m ���ld b� sol��d, 's��uould L�� � nic� p6ac��s� p�t i�s�����. PLANNINU COMMISSIaN MEETIrIG MTI�IUTES-Ap�il 19, 1999- Fag�6 -- ���o� — ��-r�°air��at� b�e�k� r��c�s���ra�� �t �:`i 5. !°4���9�P9��1 A A� ��{G��4 C �,$'4� i ��r� ���dk�i��t p�a6���� ��a�th���h� �r��9r�g pE�� �hca�+��r�e E���ti�r��. �6� ir�s�i�t�c� v�hi�h tr��� �il1 b� r��ca��d �r�� va�hsc� o�cli b� ��ea�d. ��1� ��li�$� C��tS fC��f6�1�' �rh@�h #�°��� h��� ���� ��ns�y��, ����h� �r���t��¢�Efl �� r�mc��s�l. T�'1� �� E?�ph t�X'%r�Gi'9S1�ii'� i� a �u#us� �#r��t pi�s� ��h�t �h�c�ws ��r��a��i�aity, y� i� s�a� �ro����d fia�c�n������s�r� afi t�i�ti��. �'C��r� w�� � �i�� �nalg�ss� dr�n� ��c�r � g��fi��6�����5 r�pc���c�r th�; p��a���t. T��r� i� � �C3t�C�i�BOE"9 0� a�p�a�v�C th�t �rifl� r��a�i�� sit�-�p���fr� g�o���hr�i��l r���rt� ��r �c�y buildir�g e�n �h��; I��� c�n th� rrr�r��f ��r�h�rly �c��t�c�� ��th� �it�, r�vh��h ar� fh� �I�p�� �ae�r�ge��� �, 6, 7, �r�d �. €��g�r�d�n� der�s�ty, �h� d�n��t�c�lc�al��ica�s c����� �'s�?y shn�nr�hi� �i�€� is 9�rge ���u�� tr� �S�zc�r��d fs�r 2� ls�t� ��7A5�� sq��r����t�r�d th�� �� �t��d��d. Th� ��sild�r� h��r� � ����is��d �h� d�sig� ����r�� gim�� �o �r��e�t �v r���� tr��� �� �c���ibl�. �'h�r� �r� fhr�� l��s �h�t a�� t����w 6,G�3� �q��r� f��t, �nd �vo Ba�� th�t are av�� 'i1,��p �qii�r� ���t. �"5�.� �u��c��e �� th� F��JI� i� tc� ��[c�� fh�t �l�xi�e9i�y, t�a �al�rs for fh� der��if�e �rad �rest���i�� r��t�r�l r����r��a. `�F��y a�� r�rncs�i�� I��� �f��r� �5°!0 �f th� � tr��s, r�+hi�h i�vyeli�,¢���i� fh� �c�d�, °�h�y�r� �ft�rs��atin�I to rr�i�ii��iz�t�s� q���ut. �'r�r��r��rt�ti�r� �r�c�i���r, 1°c�c� L�r����t�r 8�q �lVV 6t" �.�o�, ��rfil�n�y €�� 9720�, �c��r����� th� i���� �# L����� ��r��t. �i� �is� � tr��i� ���1���� fc�r th�; pr�rj���. !� �n�i� ����� ��th��6dth c���.c��a9�����-��t. i��� ��kr��������� tl�af �f i� � n�rr�� ��r���, �uf ���i� ��z�v� ����d� �r� r�nc�s�� irr��arf�rrt fih�n �idYh. 9f �r� ���� �:����� �a�� ��c���� �f� ��r�a�rk�� c�n ��� �fir��f, ��+d �n�: �� h�s tc� v�r�it, �h�f ���h���y Bcr�! I"��ICj�.'.'CI�f�I .'�iYf��t�'u ��fJlJ�C� tl��P'��� °I[����19��' '/(?lJ CC�Cl�let ��r�t ��rs �p���wr�� �p �ind d�wr� �h� �tr��t. ��� �v�ri� tea h�v� s�m� p��k�d c�r� ��€� sc�m� ��;�t�i��ic�n �c� tt�� ����'ir i� �Ic�vver' dr��uun. F�� ���c�rn�n�nd� I���i�� th� ���°��� �� €� i�, �arn��h�t r���rc�u��h�t a�@�! �a�trc��th��p��d� �t�d r��k��h� ��r��t�����. �ot�r�i��ir�r��� C�I��n a�k�d ���t ���id h�pp�ra i� � fr� ����k r���d�s� t� g�t dc��+er� th� str��t. �r. L�nc�st�r��ie� 5��3�� �tr��t is &a��y the� rn��+ h�v� � probl�r�, ��at as �s��g �� ��-��r� i� �r�o�gh �i��h fi�r�h� �r� �r�a�� t� gc� �a��� #h� p�r�e� r°.,�r� �h�� �� � c�o ifi. � � I!/�r. l��r������r s�sc� �h� �ra�f'i� voitart�� on tN�e s�r��� is ��i�+ lr�uv. ��rrr��9 �P.����0�y i� � 9,a�n ta� 1,�Q�1 ��r� p�r d�y fiar r��6d��ti�i s�r�efi�. �/9ar�th�� 1,�t�a ��s�� p�r d�� s��a � � r��od��ti�l ��r��fr g�r��r���s cc��pl�i�fi� ��io�u� ��ara r�Z�a�F� fir��'i�, r��i�� �r�d sp��d. � T'�+�vv��t�nd e��!�icUSt is th� b�si���pt�ir�t, �r�d i� ns�w�t��0 p�r d��+, vrehi�h �� v��1� � b�9�vv �h� r���xirnurri. Ph�r�i�,�liy it ���ald ,�rc�b�bly har��[� 2,OOd �r� � d�y. TP�Q� °' c#ev�4ap�enfi vai9� a�d �p��-�xirra�t�6y �20 ��rs per d�y�, rc�����y dd�abl� th� �x����rr� fraffiic. PLANNING COMMISS101V MEB'1'ING MIe1tJTES—Ap�•�E 19, �999— Fag�7 ��a�r�rt�b��i�9��r�9�e�o ����d �l���t��e pl���f�ar th� p6�� �f�rs�p�r4y I�f� �a5 ����rv� �r�d wvn�th�o° tl�� tr��� ��s�l� �� f�� �¢�t�c� th���. �Ir. ��r�dbV��t s�ed ti��r� �r�r� p0�r�� �ca r�rr�a�+� t�� �r thr�e �r��� dia� fio �h� r���d �car �h� �t�rr� w�t�r ��nr�6�. � c�rtde�ar�� ca� �pprsa�a0 �r�avid�� �rr � ��s���tri�r�-�v�y th�� �r,�and�r� fhrougf� �l�� tr���. Th� ir�p��t s�c�r�9.� b� rr�ir�irn�l. �his €� �ca� � typi��i, r�g�ai�t�d �����s�d �r��. �fi 6� �����y �r����;�i fror� rurecafF ir� fl��h �u�r���. �r. ��r�d�B��f �aid tE�� �r��� bc��d�rir�g `���t�r� h�s � �uv�ie. It d��s ��c�t h��� a�� r��ul�t�d r����r a�@ivo�. 'T°hi� i� whg+ fh,�y �a91 '�a�sld � ��l-de-sac r�th�r ���r� a thr�e��P��str��� �c��r���#oor�. �"h�t �r�� wbli ba�ic�liy b� �nta�che� by ��� d�v�lc�pm�n�t, �c� thro�agh sfir�ef wil� �c� �hr��gh ���r� ��d r�c� �uildinc� i� �rraj�c��d �c� c�c�u�, �c� thas� �r��� �nedii ka� � bta�f�r �t��. ��r�rt�is�is��e� ,9. Ar���r�r�n ���C�d E� �"�a�$ �i i� th� s������t p�r� c�� the pr�ap��. �r. ���dbl��� �a�d th�� �r�� h�ld� fh� e��jc��°i� af th� �t�����t pc�rti��� ���h� �it�. °Y'��r��►ri9! b� r�o d�v�loprra�r�t 's�a °i�r�ct A�other fi��n th� r��e��d�ro�� bic�-s�€�l�. �amr�i��ioner P�cigef� ii�q�ir�d or� t�� m�in r��sor�far the �'�C�, th�t it is r�ot ts� ��t r°��r� hrr�a�es, ��c���e t�ey cc��ld get 22 Ic�fs �nrifh 7,50Q �q��r� f��t �nyw�y, ��fi k�ec��a�� �# the appli��r��'� c���ir� f� pr�ser�+� �� rnany �r��� �s psas�i�lc�. �ir. ��r�d�s��t cQ�curred, s��in� �i��y se� it �� ar� arr��r�i�y fio tP�� pr�perty th�t th�y ° varauld iiG�� tc� rr��i��air� �rs� tc� pres�rv� th� �it�. �r. F'�ad��t� st�tpd th�� of tt�r� 22 lats, 6 i�sts �r� �t I��st 7,500 �q��r€� f�e�, le�ving 96 E�ts sm�ll�r�. Tvrocs-tf�ird� a����e lat� �r� �rnd�r ths� 7,500 sq��r� f��f n�re��6fy �ilo�nred ':n � p��n��;d ��u�iop��r�t. S�rn� l��� are below 6,�00 ���a�r� fs�t, �hi�h is �Qp�'n o�' the r�ar��l u�ri�r�� �'Gf�LBl�'�tYf�Ct�. Alt;af�g °�i.�.3t�9;5�e, �II th�: lot� �r� r�ver �,n0� �g�a�r� f��t. �IE ��v�� 6��� ear� fii�� e;�s� sic4� nf Loc�ast �r�� �bn°��; vu�i�� �e�t�id nc�rrr��lEy b� ok�f�ir��c� �ii#�� � v�ri��� �+ith��t � p1��7��d e?���lr�p��s�� �av��l��+. ifi t6���� �nr�r� �ca� a �I�nr��d ��erl�v, �h�re �c�u�d �tii! b� �2 �ca�5 sn ��� �4�v�lcapm�r�t. �°h� pl�r�r��d ���r��y ���l�J �Ilc��vs ��r fot siz� ���r�gir��, nrfi ��t��diy incr��sing th� number of Bat� ����t �r� ��ia�v�t�d. Th�r� �a�ald �� n� di�f�r�n�� i�� t�� �id�h of La��a�fi if �h� lots ��c�ir�� it � v�r�r� T,�OC1 �q�����fe�t. �11��,Q� F����i�� ������ ��s�mis��o�er J. Ar�d�r�on, r���rrd�g f� �ag� 2� of th� st�,�' r�pa�t, a�k�d ��r rlar�fi��ticar� af the 3�' curb to curb �idth of�.ocust Str�et. i$�aras �c'���irm€ci �h���hi� Iis �ahat th� �ppli�nt is �r�po�ir�g. � �ommissior��r J. �nd��s�n �xpr�s�ed can��rn ab�ut th� P�� �i��� �n� ��vs�e� any � lot� b�low th� 80%. Reg�rdl��� of �r�y ch�n�e in fir��'ic, �h� ��lie�e� �11e lc�t `� averagir�g i� n�at ccar��9st�r�fi v�ith �h��a�is�inc� ��i�hbcs�hoc�d v�ri�h �h� �oa��ll�r i�ts 3, �, � �r�d �'�. !t ��s d's�c�:���� th�� i�t '�1 is �t���fly a�terr��! �n� lc�t� 3 �r�c� 4� hav� � �0' °°a �vidfh. � I � Gomr�i�sion�r Scc�l�r s��afi�ci �h��fi���� �I�ng L.�cus� is gai�ag �r� �� �ar����r�bl� �r�d th� small I��� bo�h�r him a 9it41�, b�at th�y c:�ra sti!! p�a� ir� 22 Eptv �r�ywr�y �vo#haut t�ae pla�r�ed d��reiapm�r�t overl�y. M� is con�cern�d �b�ut f��tra�ic. PLA�IN[i�1G C�Mn415S.10N MEETt1�IG tvIITIUTES—�lprii 14, 1Qa9— Pag�E _ � ___ ���rni��i�on�r C�I��;� ���d 6�� �a�d�r���ro�1� �N�� r��ider�t�' ca�a��rr4s l�����a�� th�r� h�� be�� c4�v�Er�pr��nf w���� h� live�, but �h�� t)r�g�n`� �aria�� b�ur�e��ry ii�� and 'sr�-fl! is �nrr���hir�� �u� h�v� t� fi�� with. P-!� #'��i� fihe d���Ic��eP in fihis c��� ��� ��e�� ��� �xtr� �ai� �r�� ha� do�� u�e6L F�� ��Rd th� d�v�l�per wili d��l w��h th� �r��E�ra �r�d rr��t�r pr�bE�rn� ��d th�# �v�� iF �I�� �av�rl�� a� n�t gr�n��d ti��; ���� , v�rc�a�Bd ��'s6i b� d�v�le�p�d 'sr�d�vidta�liy, ��d tha� �� � d���lr���n�ni �h� r��°s��r��� �r� ���irag � ��tt��r d��l. �inrc� �h� �r�a +n�i�l r��� b� I�� �� a� i�, h� ����� �t i� b��t t� c�� vvit� th�d��elo��r°� plar��. c��rrirnis�i�r��r C�. And��°��s� h�� lirr�� ir� t4�e i����g�;r �r�� f�r 13 ye�es �nd aand�����,r�d� �h� tr�ffi� car�c°.�rr��. �!� ��r��:� �eth �c�rra���t� �h�# h�v� b�e� �ad� -� �r�d �pe6� the d�v�lap�� ��� ��av�r� qua4�: � bi� ofi re�po��ahaB�� Rn �c�r�eir�g #a h�v� ' ��r� q�csl�gic ���di�;s dc�r�� ��o �h� r�r�r�h�r� I�t�. 9��: �hir�k� �h� ��al��e���� e� �h� b�tt�r alf�rn�twve th�n �ra �treets �oinc� int����t�P�. 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T�e �p�alic�i�t�F�all r���a�th� ��r�h/������ ��sE������c "�V� 70t" �iac�". �7. �'he pro�ar���d ��QS�c� r�n�di�r�/6�i�r�d i� �� ���' �0.v�nu� (Pfa��} �h�ll k�� r��s4�a��c� �r�d �pp�°�v�d b�✓the City �ng6r��er pr��r fio carr�fir+�ctica�. 1�. � �'ull�width str��fi irrs�r��f�rs���ts, in�l�adit�c� tr��i� crantr�f d�va��ss r��aiib�x �I��t�rs, �.car�c�°�t� sec§�walks�, driv��ns�y aps�or��, �carbs, ��ph�lti� �ar��r��� �av��rr��t, ��nitary s�v���s, ��nrar� r���i��ag�, stree�li�f�t�, �ns� sa�d�rgraur�d �atili��i�s �h�fl k�� 5��t�li�d �i�hir� t�� ir�t�r9c�� ���di�isic�n ��r����. l�pravea���r��� �h�16 �� ���igr��� ��� ����t���a���d �� ����I �gr��t ����d��d�. °I g. ��SG r���IlCdil'l: ��'P�Ii ���.��� � �t��t�e����# �ca �� pI�G�� r�r� �h� �€�n�! �i�t�e� i��ic�t� �h�t fh� pr�p���s� prPV��� �t���t �ai! b� js�i�tiy owne� ��� ��ir�t�ir��d �y th� p�ivat� ���p�r�y cawr��r� wh� ���� �nd ��€Ce ��c��� frc�m it. a � 20. �'ric�r �o ��p�°c���l �� th� frial pf�tY �6�� �p�facant �hall �ar�p�r� ��ndition�, Ccav�rt�r�t� �nd s� Re��rictior�s (���F�'s) f�r thia pr�ject, tca �� ��ca���d �v�th th�e ��al p��t, �h�t �le�riy i��� �e�� a � ��ainfi�r�ar�c� C�i�n ��d ��r��n���t��r th� �rc�pos�d p�6u��� ;��r���. �"h� �C�R'� �hai� cab9i��t� �he � p�°�v�te �r�p��ty owner� wi�hin �h� subdivi�ion �� cr��t� � h�rr�o�r��r'� a��c�ci��'sr��� t� ��sure � r�gulation �f r��t�nan�� �For th� s�r�e�. Tf�e applic�nfi �hall �u�mi� � �a�� e�t�h� ��$��'� to tf�� � Er�c�in�erir�g �epar�rr��r�t (�ri�r� R�ger) pri�r tca �ppr�v�l �f���fr��l pla�. � 2�. The p�a�em�r�t ar�� �-ack ���tior� �f tl�e pr�pQ��c1 pri�eat� �t���t sh�E9 m��t the �i�y'� publi� stree� �tar�d�s°d irr a 9o�al ��c�sides�tial �tr��t. 22. �Th� �ppii�an� sh�li r�btain a p�rmit �dore� th� T'��I��ir� �/aPf�� '�lat�r C�i�trdct ��lC3) for th� p�r�pms�d publi�v�a�e�r work pr4�r�o i����nc�s�f tf�� �ity's public irropr�av��ner�t p�rrni�. NQTICE OF FINAL Oh'[�ER NO.J9-02 PC 8Y ThiE r I.ANNING C:3fNMIS51tJ�! � � f�AGE 3 OF 26 SUB 98-Q01A/PDR 98-0013NAR�9-OQ06-VENTUf�A E81"ATE5 SU�C+IVISIQN �s -- - �,.��...�. -- 23. �"h� �ppsi��r�t �ha�l cc�n� t gh� p�bii� �ao��t�ry ����r Bi�� �r� �d al��g �h� �o��i br��ndarie� c�� Lsat� �� th�ouqh 16 af ���h�r Pi/� �-90�► �r c���il� ir�r� �°spe. � ���h�l� �h�ll b� �rn�r6ded �t ���r�r�� o�thi� pipe raar� a� �hcv�� e�n th� ��ePin�ir��ry plar�. 2�. T'h� ��pli��nt �h�lf �x#��� �h� propc��ed �t�r�a dr�ir��g� Bin� ira �V�l �c���a�t �tr�et t� th� ea���� bQUnd�rry a�th� site. 25. T�� ap�iicant sh�li c�nstr�uc� a �riv�t� storm draina�+� lir�e �E�r�g t�� rro�c����n ba�r�dari�� o�Lot� 13 �hr��gh �6. This �i�ie �h�l! La� �a�r��d �nd m�int�i€��c� by fihe o�ner� �f�.ot� 13 thrr�ligh �6 �nd s6��[6 b� cc�n��ruc��d �f�i�#��r �'V� �-9t30 or duc4il� ir�� p���. 26. `�he �ppiicant �hall �rt�vie�� �n on-�it� c�et��s�io� fa�iis�y, desigr��d t� r�e�t ti�� lJr�6�ec1 ae�r�g� Ag�r��y �e�ign �n� Cr��tr�.�cti�n 5tandards. l� �n�l da5�g� a�d ��icc�latia� p�ck�g� sh�ll ta� subrngtted to tr�e Enc�ineering [�epar�m�;nt a� � p�rt a�the p�ablic imprcav�rrt�n��l�r� ��view. . 27. �ira! d��ign plans �r�d calc�latiar�s�c�r�h� prc��QSe�� publi:�Wc'��E'!'t���It����CO�!$���le'�,II �� 5�8�i°i�i���C} to th� �r�gineering ���artment (�ri�n R�g�r] as a �ao�o�th� ���lic ir�prcav�rr��n� pl�n�. Ir�c9�ad�d vvith th� plar�� shall be � pro�osec� I�ndscape plan to b� �pp�c�ued by th� City �r�gir����. 1"!�� prop�sed facili#y �h�i9 be de�i��ted �r� � tra�t to t�e �i�jr �f l°ig�r� c,n ih� �inai pl�t. P� � ���k c�� tfie imprav�r�e��t p4�r�s �u��A��l, th� �p�ii��r�t �h�ll ��brrai� r�r� �peratimn� �ne� NY�i��e��rs�� Ma�uai fior th� prr�pa�ed facafit� fmr �p�rova9 by th� fVia�nter�ar�c�; ��rvic�s C3ir�c�s�r. T�a f�cility �hail be ra��ir�t�ir�ed by th� ci�velap�r fGr a �hr���y�ar p�riod fr�rn �h� c�r�r�e�ica�sai ��c���ar�ce €�f the publi� irr�prov�men��. A wri��r� �v�lu�t�czri �f th� c���r��is�� �na� r�a�i�t�nar��� �i�a�i �� submitted �nd ap�raved pria� t� ac��pt�a�a�e �or �mainter�a�ce by �he �ity. �rec� th� thr��-y�ar m�i��t�na�c� p�riod i� ct�mp!�teci, fh� �ity v�rill i���ect th� facility a�d ���t� n�fic� �f an� probl�m� �h�t h�ve ari�en and r�q�i�°� �h�rn to be r�sc�lv�d b�for� t�� �i�y w�lp t�ke av�r m��n�en�n�e �# the f'aci9ity. In ac�ditiQn, �h� City vvill na� ta�k� ov�r rn�in�en�r7�e �f the fi��ilet� �araless 80 p�r��n� cag th� I�anc�sc�p6r�g i� ���ablis��d an� he�lthy. Ifi �� ��� tirr�e duri�� tf�e e��ir���nanc� peric�d, �he ia�dsc�pit7g �aiS� b�le�w f�� IIO pP�°��s�� 6�v��, �h� d�e��ls�p�� �h�ail �f�m�dia��iy rei�stal� �II d���i�r�t p���ti�g �t��� r��x� ���r:s�sri�$� �f�ntir�� �s�s�c�r��r�bty. � 28. Th� ���ii��r�f sh�l! prv�ide � mair�t�riar�c� acc�ss ra�� �e� �h� �ae;il9�y ��� �r�y�d��ir��g� �tru��a�r�s vvithir� the f��ility �o a���e�r�rn�d��� City m�inte�an�e vei�i�ies. �"h� ��c�s� ro�d �h�li !�e p�v�d �r�d � minirrit�rr� of 15 f��t wi�'�. 29. �hr� erosion contr�! p�ar� s�alf b� pravided �� p�r� c��f th� p��li� irr��ravemer�� dr�rnrin��. The plan sh�ll car�form to ""�ro�ior� f'��ev�r�tio� anc� ��dis��nt �;or��ro@ Pl�r�� - 'C��hr�ic�l G�idar�c� N�n�baok, February 1�9�.» � � 30. ,�. ��al gr�ciir�g pl�r� ���9{ f�e 5�brr�itt�d �hawing th� �xi�#ing and propca��d c�antc�urs. Th� �I�r� � sh�li d�taii �h� p�oe�i�i�ns for s�sr�ace dr�inage of ftic� l+�ts, ai�d sho�n✓�hai�h�y wilS b� '°p��!°° gr�d�d � tU ins�r�that tF�e drainage is directed ta th� ��r�et ar a p��iic fa�ality �p�fov�d by�h� f�r�gi���res�� � ,� D�par�ment. A sc,il� repork shall b� prca�ide� cE�t�iii�� th� 5csi� c:�rnp��tfi�r r�q�ir���r�fi� � conai�fier�t v�ifh th�: reqa�ir�rr�ents of�Oppendix Chapt�r 33 c:¢th� U�ifc�rn� ��iid4�� �o�i� {lJ[��}. � � '� 31. Th� appiic��t shall provide a �eot�chnic�l r�pc�rt, p�r �pper►dix �i��g�ter 33 €�i �he ���, ��r fhe p�°opn��d grading slope cQre��ructi�n. The recammend�ti��s o� tt�� r�pork sha!! be ir�c�rporat�d into �he �nal gr�din� �ian. A �na! �onstructior� s�ap�rvi�iorr ��po�t �h�IB b� flsd wifh th� Engin��ring Jepartme�lt{�rior to issuar�c�e af buiidirag per�-�it�. NOTICE OF FINAL ORDER NO.99-02.PC BY 7H@ PLANNI�lG COMMISSI�EV !'RGE 4 OF 2B SUB 98-0014/PDR 98-0013NAR 99-ti006—VENTURA ES7ATES SUBQIVISIORI 32. Ti�� app@i��r�� s�all a���� ���i��1,_P� is�u�d by t i�y c�f'�'i�arc� p�r��a�rr��a �l�� 46�.74fl ��� �he ��c��r�! �le�r� V'U'�t�r�l�t. ��. �°h� ��;�i�r� ��gine�r �hali ira�i��#� a� �h� gr�€�in� pi�o� v�°hi�h E��s vreii! hav� �at�ar�! sl�p�� b�te+v��n �t��'/o ��d 2c��'lo, a� vvelf �s Isats that �ill h�ve r��if�a��f ��op�� ir, ex���s e�f ��%. �"his ir�fc�rm�tic�r� �il� b� n�c����r�o iro d�t�rrr�ining iff �p��ia! c�r��i�� ora�p�c;ttie�r�� �r�d/�e p��rr�its �v�IB b� r�e��s���y vieh�n gh� sats€��:v�lnp. �4. Fin�l Pla�Ap�alic�tia�r� ���rn�s�ion C�eq�ai�°emer�t�: f�,. , a�abrr�ifi for City re�iedv three p�per capi�e� c�f fh� fr�a! pl�� �ps-�p�r��i by a la�d ��ac�r�y�ar le�er��ed �o �r�cti�� ir� f�r�gar�, a�d r��c��5a�y d��� �ar narr�tive; �. �F�� �r��i.pl�t �nd data c�r ���r�ti�ae shall b� drawn to the m'sr�ir��arr� sf�r�t���d� s�� �'crrfh by 4h� t�r�gor� Revisec� �fi�t�t�� �C��� ��.QS), °�VV��hi�g�an ���nty, �r��i by the Ci4y c�f�°zc��rd; 4 C. ��7'�: 1�J�shin��an �c�unty vv1i1 nat i�egi� t��ir r�vi�w c�f�he �i�a6 �i�t unti9 �h�� r�ceiv� a lett�r fr�rn th� �Caty �r�yin�eris�� �ep��fr���t indica�ing: 1) tE��t th� Ci�y h�s r��i�vv�;d the fina4 plat �nd 5ixbmit�ed Gamr-��nt� �a th� appli�an#'� suru�g�or, ar�d 2) th�x tf�� �p�s�ic;a�t has �ithPr cc�rnplet�ci ar�y pub9ic 6rv�pro�r�n°�er�ts ��5oci�t�d with th� p��j�Gt, c�r i7as afi 9�as� �b��cr���tl th� n�ces�ary pul�lic @mprove�n�i�t p�rmit�ro� the �i�y tr� c���pi���t���work; �r�d B C�. �n�� th� �ity ar�� Cour�ty hav� revi�w�d th���nai �I��, s�bmit f�wr� r�i�i��ce�pi�� ���he fi��f �9at�or City ��gir�e�r's sigr�at�r�. "�"�� �°�laL�ll�lh�� �����T'��5�� ����,L'�� ��a�°9��9�� ,M ��90��"C!°�'�� ���l����� �� ���L��t�� ������'e�, �J. PE'!4t' �� f5Sl�c�C10E; O� �i�i6C�i�i� �Z'.Ct1'li�S CbB� �(��s '��'°�i, � g�c�te�hr�i��l r��r�°� r��a�t t�� ��br�i��� �r�d r�c�iv�d. 36. �riar to iss��ance o�b�ilding ��rr����, ��tE? ��3�IiGc�fl�s �I�e��a pP'��e'IC�C�L�14; E�1€,�,tEl��f6�3C� ���Jc�t�3��C1� v�ei�h a r��c�rc��c� my�a��;opy c�f the s�b�i�ri�ias�/par�itir�n pfat. 3�. Prior fio ��s�a�ncG a��ny Fa�i�ding �err�i#s witl�ir� ��� ��f�diui�ic�r�, fih� pubfic io���c�v�r��n�t� s���9E be d��i��� s���#anti�lly �c�rr��l�t� by t�e �ity Frec�in�er. S�b�tar�tia! cor��l�tic�� �h�ll be wh�r�: �� � all utilifiies a�e instali�� ar�d ir��pect�d for carr�pli�n�,e, in�ludirsg fr�r�cF�i��; �atil��i��, 2) �I! IeaL�l r�sideritial streets hav� at I�ast one {ifit of a�ph�lf, 3) any off-sit� s�r�et ar�dlor utility emprave�n�o�f� � ar� ���rr�le�ely fr�ished, �nd 4) akl s�r��:� lights �r� in�tall�d ar�d re�d��c� be ����giz�d. � a� � 38. Rri�r to �s�u�r��e of building pert�aits, th� appiic��� shall pro�ric��; the City vv�f.h �s-b�El� dr�vvq�cc�s a� � the public impr�au�iro�nt� a� �ollov��: 1) n�ylar�, ar�d 2� a dislcett� �f fi9�� ���b�a�lt� in "�V��" fc�rrrlat, � ifi available; c��h�r�i�e "DX�" WEII h� aGC���d�I�. ���k�: I���"iP �3Li�Ii� !B�"0�3COV�3"CO�P�� c�9"�WIC1C�� UVEC� � har�d-dr�wn, th�ri a di�kptfi� as r�af reqa�ired. � � �� ��������s ��'������Il�o��������.� ����i9��� a.A� ��� F�L�L�11VI�9� ���`T!�l�� �F'�'H�� ��NIM����'��\1�������f`�' �� t ' �C���, TV°6N� �S NC3'T i4� ����,M��1�'E �I��'a .. , MO i ICE OF FINAL GF�i7ER NC�.99-02 PC BY TH�PIANiVING CU1flMI6SION � PAGE�OF�6 SUEt 95-0014/F'DR 98-0013NAR 9�-OQQ6—V�NTURA ESYAI'E8 SUE3DIVISIOfV �.� �3��€�0 E��arca�.����,��..r ��f�r� Gity �p�ra�f�l 6� c�r�9fi�d �� th� fir��� �I�t, ar�d E��fc�r� �ppra�ed�d er�nstr�c�io� plar�� �r� a��R,�d by �h+� ��ty, �I�e �u�di�ti�d�r shall: � E�ec�t� and fil� �n �grPer�i��� wa�� t�� C�ty E�r�ir���r spe�ifyi�� #h� p�r's�d �i�hir� which �li required impr�iv�m�r��s �r�d r�p�irs �h�!! �e c��pl���d; ��d � ir�s�l�de i� th� agr�er�ier�t �rc�vi�i�ns tha� if��Gh wt�r9� is r��t �ra��l���d vvithi� th� ��rior� sp��sfed, th� CEty may�c��npl�te t��wcar��a�d re�ver the f�a!! cost�red �xp�r���s fr•c�r�tl�� �ubdi�ider. �h� agr��rr��nt sh�ll �tF�ulat� improv�m�nt f��� a.nd d�pc��it� as may be r�q�aired to b� pa6d �nd �ay �I�ca pravide fc�r �h� cor��tr�a�tic�r� c��' th� irrp�c��em�nt� ir� �tac��s ar�d for �h� �s��nsic�n of tirra� �r�der speci�c �c�nd�teo�as th�reir� �t�#ed in th� ce,�trac�. 1�,� �,� As ��qu�red by ��ctioro 1�.�3�.Og�i, the s`abdivider ���li $i9� vv9th the ac�r�er�e�t �� ass��an�� o�' p�r�z�rmanr� �u�por��� by c�r�� �fi thr��nlin�sr��: � !�n irr�vocable !�i-�er c�f�redit ex�cuted by � fiinanci�l in��itutiar� ��a�h�riz�� �a tr�n�a�t ��asir���s in �6�e �tat� caf�r�g�r�; d � � sur�ty bt�nd �x�cufi�d b�r � �ur�ty �c�m�aa�y �uth�ari��c4 �o tr�r���c� t�a��ines� i� �he �tat� �� C�r�gc�r-a vuhi��arern�ir�s ars f�rc� �ntil �6�� ��,�r��y �c�r��a�ray Q� r��;�i��� by �f�� �i� ir� wrifir�� �haf it r►�a� b���rmin�t�d; �r � C�si�. . Th� �ubdivid�r ��al� ft�r�ai�h t� ��A �ity �r�gin�er �r� iter�iz�d irnpr��r�m��t �s�ir�n�f�, cer�i��d by a r�gisterer� cEVii �r�gir€e�r, t� assi�t fi6�� �i�y ��g9r��;�r i� c�lc�►f���r�� �h�� ����r�t af �P�� ��r��r��r��� as�ur�n��. The subdivi��r �h�l! not caa�s� ��rr�in�fiit�� c�f nd� �ilc�vv �xpir�tic�n ra� s�ic� gu��ar7t�� u�i�ho�a� h�vi��g frs# �ecured v�ratt��i auth�riz�ti�r� �r��n�he Cdty. �.��.��.��'�@in� �rad t�c���.�din�o , Within 60 days �a��h� CR�r r�view ar�d appr�v�l, fih� �pp9icar�� sh�ll s�abr�it the ���I p9�t tc� the Co�anty for �ign��ur�� of�o�nty o�ci�9� �s requir�ec� �y OR� �ha�it�r J�. �. � � Upor� 4ie��! r�carding v�ri�h �he �oun#y, th� ���li��nfi shall ��sbmi�to 4h� �i�� a r��rl�r�Qpy of fF�� r��rded � � fena8 �lat. � °� 1i�.���loq�� ��a�al p�I��A, li �.�n ��b��s��ca� R�c�a���'�.��� � 7hre� c�pies of the subdivisic�r� pl�t prepareci by a iand surv�y�� lic�r�s�d ta pracf��� in O�regon, and � n�cessary�}ata or r�arrafiive. Th� subr�9visiran pla� a�d ciat� �r ��rrativ� shall �� drawn to th� minirn�srn st�t�dard� seY �c�rth� �y th� ar�gr�n Ft�vi��cJ �ta�ut�s (�1F�� 92.05), �N�shingto� Co�anty, ar�d �y�he �ity�fi Tig�rd. NOTICE OF FINAL OF�DER NO.99-02 PC�Y TH�F'LANNING COPvt(�i11S�lOPd � FA(3E 6 4F 26 SUS 9a-0014/PDF2 98-U013/VAR 99-QOQ6—VEPlTURA ES7RTES SlJi3DIVISlOfJ �TR��T C��°(°E{�P�IN� Mt7(�l�I„I T.+�a�i l��1 �hiALL @3� Pd�C�4'IBE� O�.L�3V�l�: ��n��rl9r�e ar���1#.�� in accord�nce ��@rh C7r�gor� �evis�d �tat�at�s �2.0�0, �u�ase�tic�r� (2), �he c��lt�rlir�� o� a!I stre�� and roadwa�O righ#s��f-�ay sh�fl b� mor�ume¢���� b�fc�re tf�� City acc��ts � str��t Empr�av�rn�nt. �'6i�fiollcawing ce�teriin� r�c�nt�r�erofis �f��l� be �e�: � A!I cr�n��rlin�-��nte�9er�� int�r��ctic�� poir�fi�; m � Aii cul-d�-��c��nter ppin�s; ��d � ���ve poirr��, b�gir�e�r9r�g �rad end��ag peain�s (f��'� an� F'�`�). AI@ ��nt�riin� rnontarrPa�;r�ts �I��II b� set during the�rs�ii�C o�pav�rr�ent. Y ����r��:r�� C�axe� ��aa�ir�d IVronum�nt bpxes ��nforrs�dinq to �ity s���?d�rds wili b� req�ir�;d arc�t�nd ai� c�n�erlic�� int�r�ectiarr point�, c�l-d�-sac c�r��er points, an� cu�v� pa�i���. A he�c�ps af ail mon�.�m�r�t box�s shafl �e �ef to�ini�h�d p��✓ement grade. �i�,�1i� ���•��� �Jt��� im�����m a� ������ �_��J.1?C! lltiiit6es �!i �fii���y {ine� �n�ludiroc�, but nat 9i�it�d ta thr�se r���air�d fc�r �;l�ctsi�, ��mrnut�ic�ttion, ii�h4ir�g �r�c! c��al� t�levi�son s�rvice� an� rei�t�d ��c�liti�� �hai! �e pl�c�d unr��rg�ound, exc�pt for s�r���c�-m��ng�d firar�sfc�rmer�, �urf�ce-r���s�t�d cor�r�ecfiion b�xes, �nd s��ter cabir���s wh��h rr�ay k�� �ai�cPd ��a�ve gro�r�d, �emp�ra�r utility s��v�ce faciliti�s dt�ring �o��tr�ac;tic�n, hic�h cap�cify �{e��ric lirs�s ap�ratin� at �C3,000 ve�lt5 or�k�c�v�. 1�i.�i1 Q.1�0 ��sh �� �or�d �e�uir Ali imprr�vernent� �r�talled by the subd'evid�r shal! k�e gua�ant��� a� tn �ark�n�nship ar�d r�at�ri�! fca� � �eri�d c�f on� y��r���aAc�vving �c��pt��rc� by�he City. o Suci, guarantee shall b� secured by cash ���osit or bar�d iro the amaunt of th� val�� af the impruverroents as set by the Ciiy F_.ngineer. � �° � The c�sh or borid shal9 corr�ply�ith the terms ared ccandi�iar�s �'�Se�;�ia� 1$.�10.180. � � � 18.810.150 In�°��Ilateor� F�r�req, iu site , � �Vo land division imprc�ve�rrenfs, inci�adir�g sani�ary sew�rs, storm �ewers, �tre�ts, sidev��lk�v curb�, � lighfiing ar �ther req�iremen�� sha�i b� undertaker� �xc�pt �ff�er tl�� pfan� fi��r�far h�v� b�en approv�d � by the City, permit fee paid arad permik i�sued. t� � �8.81 Q.180 Natice to��°ty f�e ir Vo/ork s��il not b�;gic� until the City has b�en no�ifs�d in �dvance. If work is di�contin�ed for�ny r�as�n, it�hali no� b� r�sum�d untii th� Gi�y is �Qtifec�. NOTICE OF FINAL ORDER NO.98-02 PC BY 7HE PI.ANNING Ct7MMISuION ?AGE 7 GF 26 5UB 98••0014/PDR 98-U013NAR 99-0006-VENTURA ESTATGS SUBDIVISION 1�.�3�9�,�...����r°s ���i�c l"he i�nd divid��°s �n�ir�e�r �i��l! p�c�vide wri��r� �e�i��a�icsr� �� a forrr� provi��d by ��� ��ty th�� �ii i�iprc����n�r�t�, :�v�orkrrr����l�i� �rac! �r��teri�4� �r� sr� ��c..�rd ���h r,u����# ��c� ���nd�rd �ngir�e�rin� ��?d ��r��tr�acti�r� �r����c��, ��� �r� �� high gr���, p�9c�� t� th� �aty acc�pt�r��� e�f �h� �t.A��E€/!�l�1°3°� ir��r����r�er�t� �r�ny �Qr�icar� fit��r�of�ar c�p�rat9�� ��c! m�ir���������e ,�,"'B°�9���+P�Ca���.����.�. �� '��.��� �'�� �� lVft�hJ'�"H� .�.� h��h� '�9�� ������`�V� �3�,�°� ��`��I� �'�h��L C�����, �� T��� �����ix���t�[� I��'�.��a��a�� �it� HB���.�J!:. C�ity recc�rds do nc�� i�rz�ic:��e ��y pr�vi��s �ev�i�pm�n# �pp�ov�g� h�ve be�� gr��fi�d �r�r t'�i� ps�o��rky. V�cirid�v Inf rc�_r�i.�fi�n: The �ite ds lac�fe� so�th ca� SW V�nE�r� Dri�� a� th� w�s��rr� fermir�iu� �� �',� Le���st ��r�c;t �r�d ��� ��rth�rn �err�inia�s of�VV �'�th Aven�e. TE�� site is s�r�our�d�� o� ai6 �ad�s by prn�e�Yy zar��d Ft¢�.5. �ite I�f�rrnation�n prQ�osa! D�s�r3.�sfia�r�: �°he sit� i� 5.�5 �cres ir� s{ze a�d es c�urrer�tiy v�c�nt with th� exc�p�is�� af s�v�r�@ �e;cessory 5tructures. The �ompr�hensive Pl�s� de�ig�at�s th� sit� fc�r I�ow Den�ity �esid�r�ti�l �.��e �s�d th� zn�i�g fc�r t€�� s�t� is Ft-�.�. �i"cpogr�phy ra�g�� betvvec� ��l-20°'/o wpth iess tl�an 1 Q% ;rr th� sn�th��s# ar�d gre�f�r th�n 2�% ir� th� no�hw�st vvh��-e �h� tr�ct �re� i� prc�po��d. �'�� `�'racfi �re� i� ad��fif�d as h�vin� ��n�itive L��c9� �rith st�:ep slopes �nd � dr�9r�a���ay, hc�oNever, that �ppl���s�t h�s r��f ��o{�e�s�d �r�y �it�ratir�r�s ir� th��e �reas. 1'�9� ��,,��3�if�t� �C��9�I��I�N N��,D � ������ ����Q�IC� t�l� �.PRIL, °��, �9�� �°� 4i���'t '�"���°�°I��P�Iq' F������3t�� °�'�°6� i�F���9a a�� ��J��lV���P�i. r`�,�'° �°Fi� t:la��� A� T`F9� P�l�LB� 6°I������ ��'��I'I�l�, T`�$� �G.e�►�11�9�1Cs �C.��$���aE�� ��L,�����,T�� A�91� �'C�'�'�� �"� ,�F°��m�'vp� T�� ��t����`T° ��E�����' �'� 1'�� ���C���'���� �� /a,F�I���?1�AL �i�°H9� �'�1� ���4���" �,��9� �A��� �3�J �'H� �'�����1�� ��@ T'�� �7��F �����2� ��� �'F�� °�'���°����6�° ����9��� ��° fH� H�A6�9��2 ����'E .�d ��. ' ����.�A�L�� ���'1�V�1 ��6�'����, �F�� �I��I� Ira�aaa��t �t�ad�: ���t�os� `i�.39i�.a5Q ���t�� �h�t �h� ��pl�c�nt �h��� pr�v"sd� ��e irn�a��t ��a�dy �o c�a�a��°s�y.'��� t;�i?�$ �'3'� C���4'�IOptl9�il� O�"B �3�.8F.��9� '�����6'�8�� �l�6� S�7't�'����, Th� �t�d� �h��8 ac6s�r���9 �� � ��u���r���, ��s� �����p�����¢�a� �y���e� �����.��i�� ��������, ���� ��°��s��g� �ga����, ��� ���k� ���t��, fi�� a+����r �y����, �he �a��or�r sy����, ��� 4h� a��A�� ������� �f �h�: d��a�e�s�����. ��r ���h �u&�8�� f��cli#� �y��te� ara� ty�a� �f e����tir �h� �fe��y ����� ropaa�� Qrn,�r�v�rn�r�t� s�������r�+ �� r�e�t �e�y �f�r�d�rd�, �nd tc� m'�rm'�� t�� ��s�a�� �zfi ��� dev�;l��rr��nt ca� ��o� p�abEa� aY i�r��, ����i� f�cagAt��� �y�t�r��, a�d ����t�d prc�r��� g�r� �rr� �s�a�:�. �� ������i��� �h�c�� ��� ���t�a��€t�r �������t���� ��d� r��u°sr�� th� �i�����tis�� a�r���pr����y �nt�������th� �. �p�aiic�i�fi sh�6i ��t����° s���afia��ily ��nc��r�a�t6� � r���ir����i�k fc��° �a�b�s� �-��h����-e�ay d��ic��s�n, rsr @��a�v6�ie e��d���� th�t su�p�rts ��� ��r�c��s�i�r� �pa�t fh� r��� �aa°����ty d�di��t�ar� � req�a��-�m��t is �a�t rau�hl�e pr��ie�r���r��l fc� t��� pti�j��teei �r������ ��tE�� s����l��m��#e � ����a�� ���3�4o��Q �t���� that �sh�� a ca�a�@t�s�� ��' ��prc�e��i r���ir�� i�h� 'tr�r��f�r �c� ��a� p���i� °�1 c�� �ra �r���r��t in a°��6 p�°o�e��, �h� a���°r�v�l �u�h�rw�y ���li �e���t �'a�din s �rt�a�� ��app��# the � ����B���c�ra that �k�� is�t����t wn r��6 p�ca�er�y �a ��� �c��r����rs°�d �� r�ac�gh�y �Sa°�p�rt��n�l �o tt�� � im����tB�� �r��a��d c����i�prn�n'� �rsOG hav� �� ��� p�s�Q�ca � Any r�qu;rec� stre�t i�77�ravern��t� to c�rt�in ceall�ct�r�r ha�her volu�e s�r��t� and �he �il���i�gton Co�nty Tra�ffie Irr�pa�,t ��� (°�IF) are mitir�atio� rr�eas�res fii�at are requir�d �t�he tirr�e o�d�v�l�p�rser�fi. Based �an � trar��porkation imp�ct sf�dy pr�par�d by iVlr. �a�vid L�rson fic�r th� �-��3c�y Exp�r��9c�n![�c�l�n !i/Resol�a�6or� �5�-61, TIF's are �xpected to re�apt�re �� pecc�nt c��th� tr�f�ic ir�p�ct c�f►�ew developrn�nt on th�e Coll��tor and Arterial �tr�P� sysfierr�. Pr�ser�tly, �h� °fiF f�r ea�h trip t'��� i� gPner�,�ad is �18�3. The to�a! �EF f�r an atta�hed, �ingle�fi�mily dv��lling is �19�9J. NOYICE OF FIf�AL ORDEFi NO.99-02 PG QY THE PLANNING COMMISSION PAGE FS(7�26 SUB 98-0014/PDFt 98-0013NA,R 99-0�06-VENTURR ESTl�TE�SUP3[71VISI�.1N E��ca��� th� lo�ai str��t� �xt� � thrrau�h th� d���lc�pr�era� ar� � d�� ��i �c�ru� �h� ��v�l��r���t ��d t� P�t��t ��� ��ar?d��d� �s� th� ��d�, th�y� �r� i�h��°�r��i�{ pr���rf9s���� �� th� dev�lc�p���t. '�h� appli��r�t is �a�i�g r�q�ir�d i� ��r�st���fi �r�lf str��t is�pr�v�rr��rat� �ic�r�� �����nt�r�. Th� �c�gir���ri�� C��p�rtrrd�nt has e��irrr����d �h� �ost �f h�lf�st�eet i��ro�er��n#� t� �� �pprcrxo��t�4y �2�Q ��r 6i����l �'QO�. r���urniri� � ca�� saf ��00 ��r 3i�a��r fc�e�t, it i� es�irnat�d �h�t �h� �c��al ���� t�� �h� h�lf-��rA��t ir�pr�v�re��r��� ft�r �V1/ V�r�t�r� �� �3�3,OOQ `190 fi��� � $240�. �J�r��� �r��p�etic�r� c�f t��� ���e�la�p����, th� f�t�r� b�iad�r� �f t�� ���id����� �i3� �a� reqr�ir�d t�a p�� �'�F'� c�f'�ppr�a�irr�����y ��1,7'7� ���,��9 � �� �4�,"�II96�� l��li�:��. �3���r� or� th� ���ir��t� �h�t to��6 �'IF f��� �c�v�r �� p�rc�r�4 �f the B�p��� c�� �n���r �tr�et ir�prca�r�rr����� �i��red�, � ��� �h�fi wca�6d ��a��r 1 n0 ��rc�r��t �f thi� pr���cf� t���� E�pa�t d� �130,�37 �����,77� divid�d by .32). �°!ry� differ�;nc� ��tw�en th� T'�� p�id �r�d ��� ��ii ir�p���, e� ��r»id�r��e6 �rs urar��i�ag���c� 9��p�ct. �ir��� t�a� �"i�' p�id i� �41,77�, r�� ��rr�atig�ted i�p�ct �car� b� v�l��d �t ���,�59. �'zv�e� t�� �sfiimated �o�t s��' #h� haif �t�e�fi impr���;rr��r�t �r�d �h� �a��r�iti����d i�p��t, �h� h�af �tr��� im�read�rr��r�� c�ra 1f�n��r� r�€;��� th� rc�ugh �r�a���ti����i�y t��t rel���� �� th� ir��p��t ��th� d�v�i�prr��ri#. R����� �����0�6���T �°h� �pp�i�����fi h�s re������r� � Q�{��n�c� �7�;v�lcr�m��t �PC�) c�v�r6�� ���� �h���� fr�r ��� �«bject �ar�p�¢��?. TP�� F�� c�v�r��y r�t��ore� d��r�@c���r� �c� f�ffi!o� �h� I�l����¢� f3�v�9«pm��t �ra���� fis�� a�y p�-a�ar���! ary aff��t�� �it�s. �`�e F���nr��� ��ved�p��r�fi �h����r pr�vi��� ��� �i�xibility �n d�v�Ec�pme�t d�seq� �nd �i9�a�r� a��vi�tia� ��-c,m ��rt�e� ���►�dard� c�f the ba�� z�ane. `�'�� fta!l�ar��r�9 ��ragraph� �d�r�s� c�rr��Qiat�c� �rb�h �h� ��pRi��bl� ���e zor�� sta�^�d�w-ds dr�d e��th the �p��ific �,pp�ov�i ���r�d�rds ����r���t6can 1�.�5Q.1 t�U. �'��.�.����a����1��6�� �������• ��;�4i�� °��.��0.��� �tafi�� ���4���r� �r� t6�r�� �������� �� th� p��r���� ����icaprr��n� ���rs�v�i �a������, �� �'t��9��er�; � �'E�� ��ps°�e+�i ���h� ���9�r��€� ��v�i����rs� ��������0��9 � `���� �������9 ����� ������� ���������s�t �o������ �4��g ��� � �'�� ���r���i �af�:h� ����r��� ���'��r��z��nt �I��e T�it�' r��3�3{lC�P1$ �!�s r�qQae���d �h� �'I�n�a�d ��v�9c��r���n� tr� �Ila�u f4�xi�6i4ty� i� Ic�� �iz�� ir� �rci�r t� pr�s��e tl�e rsate�r�l �r�� i� th� n�rth�vv��t�rr� �ra�tir�� c��' �4�� sp�� �r��. �I�� �,�pi€c��t i� r�q€����i�� �p�r��e�i ra� �ia t�r�� �9�rri�r�fis �'or �h� �I�nr��d ��:vei����r�t a� ��� c��rl�i� �p�Siic�tiQ�, ���r�f�re, �ht� ���9ic�nfi is �amp�y6�� �sith gh� ���a���� ��t f�rth �s�r I�I����d t���r���pr��s���. 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F!�lDIIVG: k�ec��as� th� pr��i�i�n� o�th� ba�e ��re� ��#�+�r da �ot �pply ir� � Plar�ned Q�v�iop�r�r�t or wili b�; �eq�air�d to �t�rn�6�d�arir�� th� ��9lding �lara reori�;er�p �he a�►�lic�bslit�c�f th� �as� z�r�� ��v�lrapnnent s��nd�rd� E���� be�n ��ti�f�d. �P�CI�r� ��.,����� ���I����P6�A���°�.���t��f�� ��'�F�D��C9� ��c:#i��s �R�3o35p���a�� r�qasir�� t��� th� ���r�i�siear� rnak� firas���g� �h�t �:h� �c������n� �rit�r�� are ����fe�d wh��� �p��°av°sr�� �r �pps������ ���h ���ad����r��, �� t�� �ri���°�a ��� g��� ���6���� �i��� �i��yi�� �� ap��i��ti��: �,II �r��rE�i�r�� cs���� I���d �������� pr�a�����n�, ����t�� 1�o�"�0, ��a�2Q ��d ��a��� �t���9 �� a��to `�i�� pr�vi�ir��� �� �I���i�r 1�,A�30, ��Ead�va�ic�s� ar� �ddr����c� ��afih�r �rs���or� t�i6s r�p�r�. 3h� provi�i�r�� c�g C�h�pfi�ru 18.41�, �.�� Lin� .�dj�s�m�n�s �n� �$.�2�3, F��r�iti�r�� �r� r��� �p�iic�k�ie tca th@s • pr��c��a9. �����t �� ����€�, ��a� �r�������� �# �h� �'�i6��R�� �����a��� ��a�s �� ���16z�� �� ��a6��6cr���. � ���nc�e� d������r�a�r�� ���d r�c�� rr���� �h�s� r�q�sar�mm�r�ts �t��r� � ���o�l�prr��r�t �t�r� p��avB��� �Et�r��&i�� c���i��� �s�a� ��#���a��, �� ����;���b�� �� �h� �or�a����6�n, �h�t ��°s��c�t� th� �aa�rp��� ���h�� ����Q�� �����.�.�`�� �n�9 La�a�������s: ����t�� '1�.7�� i�ru�����r�t� �i�� ��r��r�h���i�� P��� b� ���af�t9�h��� th� �ro��ra� f�� d���wm��ai�� th� n��b�r ���r��ii6�� u�it� ���°'n���cle 3`�� r�����r e�f �El��a�ie d�+�i9����� �a��i�� is �r��+��i �r� �6�� r��� ��v�i�ap���at �r��, 'T�i� r��# �r�� �� th� r�ma����a� � �����8 �r�a� ���r ��c:ls��i�� �°���r���f6�� 6�r�c�� �nd 6��� �f��ic�t�d �'c��° ���ii� ����1� �r ��rk�a "Y�� � r��� �r�� �� �he� ds�R��� �Z��6�� r���r�o�a-n�a�a 6�t� ���� ��rr�i��� �� �9�� ��r��r�g ��s�;ri�� t� d�#��°�i��� ��� � nur���r��dv�re0l�r�� ��wts ��a�� s��� 9�e de�r�E���d o� � �i��. � � � �'h� gross acr�age caf th� si�� e� �.1� �cr��. !f�� net �it� �creag� i� 3.€3 ��cre� (1��,�2E� �qu��e tieet) � �ft�r dedaactia� �or p�blic and pr9v�t� str�et�, slop�s gre��er ti��r� 25°l0 �r�d c�r�i�aa€��v���r�. Th� � rr�aximur� ��n�ity, therefc�r�, i� �'2.07 iots and th� rninit�r��arr� i� �7 Ic�ts. �'h� �pp9�c�nt i� prop�a�ir�g �2 lot�. Fl�IC?!N(�: Bec�use th� applicar�� h�s prrapca��d 22 lots an� 22 lr��� �r� th� �r��,cirnum p�rmitted based on the n�t acr�a�� c�fi�h� sit�9 fihi� �tar�d�rd h�� b��r� s�tisfi�d. rdOTIGE OF(=1NAL ORDER NO.99-02 F'C CiY TNE F'I�NNIIVG CQMMISSION FAGE 10 OF 26 �U�98-0014/P�R 98-Od13NAR 99-0006—VENTiJRA ESTATES�UBDiVl510t� Vo�91�1�������...���. � t�r 1�0'�95 ��p9i�� t� �II ���re�� ��tt �r�d r�q�a���� th�t �l��� mc���� ���a �h�8! b� a��i�a��a��a� o� �h� ���a��r� e��a91 p�°���� �a������� t� ent�a°���t°se�� �i�h�-�fiW ���/� as�c� �t �h� i����°�Q���c�r� �s�� ��ab�i� �t�°��t �r�d � pri�e��� �r6��a���s � �'s��al �l��a����:� �r�� �h��� ��aa���a� n� ��h��l�, ��dg�, pl���i�g➢ �'����9 ��l9 �fi�°��fa�r�, ���r��, ��° ��a���r�ey �� p��an���n� �b�tr�a����r� �x�e��6mr�g thr��e f��t i� l������. The �pp�ic�nt ha� not pr�apos�d �ny ��rl�c#ures or �ec��t�t�on in #h� v��ian rl�ar�n�� �rP�. Alf struct��-es �a be l�cated r�n inc3ivid�i�l l�t� wiH �e r�vi�w�d fc�r �arrrplian�a ��fi�� fih� �i�ic�r� e:le�r�as�c� st�r�d�rds durir�g t�� b�ilding per�it p�a�e. � �IPJDIf�G: Becau�e no strt�c�ures �r� c�rr�r�tEy p�opo�ed ir� th� °�isi�� �I�ar�r��e �r�� ar�d �II ft�ture bu9�dis�gs wil! b� r��i��veci f�r��carnplia��� dearing �h� building p�rr�it ph�s�, ��i� �t�r�darr� has ���r� s��is��d. ' �������a��- ���-�.�a�6 �h��st�r �6IIe74� �s��a��ir�� iar�d���p��a� ��a�vi�ao�a� f�r n�v� d�veio�ar���t. ����a��a `��.7��.1Q0 �°�r�a,���°�� t9��� ��k¢���� �a°�e� k�� pl��t�d i� ���je������� ���h �II d�v�i�p��nt �h�t fr�rs$� � ��r�e� ��° dr�v��a�y mor� th��s �00 f��� lo��. � p������� p��n�6r�g ➢o�� m��t be suk��i�ted ff�ar reorie�nr �a��h� �gr���ar�ir��e ��c�ain tree� ��� d��a�� �a�il�ta��, �fre�ts ��d �@devua0k� r�r ca�a��e �a�rsa��6 r�j�ry. �ec��on �!�.74�,��ao� ¢;�rat�6n� �p��e�� ����ad��d� �c���p�r�r�g a�i��r��t�re�� a��e�98�w�: a � �rx�ai! or a�arro�r�t���are �r��� �aar�c��r 2�fe�t��I� ��s� i�;�� �ha� '9�f����°s�� l������Oin�� �hai� �� ��a��d a�� greater than 20 �'�������; � C�edi�rr� �i��d tree� (25 f�et t� �� �'��fi tal9, �6 f��� t� �5 fi��� �i�� t�����h9��j sha�� �� ��a���ci ��c� �r����r th�n 3�D ���t�p��9 ��c� �- � L��g� �r�e� (�v�r 40 feet ��SI �r�e� �c�r� �h�r� 3� f��� �vi�� b�°�r��cf��r'g) sh�sl �� �pa�ed r�� ������:r tha�r� �4U �'����pas�9 The ��pldc��� h�� r�a� sa�brr�it��d a plan �hat �havNS �tree�tre�� �il8 k�� pl�r�t�d, fh��r���ar�, �t�f�ca�� ��� d�terrr�in� if ihi� standard is m�t. �t��€ finds i� fe�si�l� fc�r 4nis �t�nd�rd tca b� me� i� ��� �p�Eeca�t su�irr�sts � re�<i��d pl�r� �ha� �hsavus �tr�e�tr�es `vill b�; plar�t�d, fihp 'sype ��c� �r��c�sed spac����. �ecta�r� 1�.7�a.05Q ��r�����a� th� proro�i�ia�r�� �rad req�d����r��� f�c° b�f�e�gn� ��d ��r��r��r�ga �Ti�ie �u 'ff�ring and �creer�ing i�atrix (aection �i�.7�5.�) doe� no4 �-�q�air� buf��ring or scr��saing v�h�n a �ir�g�e-fami6y �et�ch�� r�e�ider��ial use is propc�secJ �dgacerit fi� �xist�nc� r�eta�h�d singled��r�@ly dweliings. Therefar�, this s�c;�ion duES not apply. FI�iDii�G: gecause the appiicad�t ha5 t�oY �ubmitt�d � pl�n that �hs�r�s str��t fr���, st�ffi �an not ' m��e a fir�e€ing th�� th� I�ndscaping ai7d ����e�it�g �t2��dards h��e ��en r�i�t. I� '�he � ap�►licant st�t�mits � plan �hat sh�w� street �r��s wi�l be �r�vidPd �r��9 �3�o�s fihe speci�s A arad propr�sed �pacing in �ccorda��� vviti� ��cti�n �8.745.04a.�, thi� ���r7d�rc� �rvii! be ! Sa�i�fl�d. ! � �aR1DITIUl�:iubmit a �lar� that sho�s street irees �+il! be provided and sho�v� the �pecie� �r�d s propo�Ed sp�cing vui4l b� ir� �r�cc�E-dan�e vuith ��ction ��.745.04�Oe� a �D� �x�e�� �arkina a�a�! d..o�li�.g ���.a�Ar���� �r�apt�r �i�.765, T`aabl� 1�,'��5.2 rea��e�r�� t��►� s6� i�-fami�y ���od�e���s t�e prsa�ided �et�a ��� (`9) sa��fMstr��t� p��°�ir�g �p��� �'�r �a�h d�v�llir�g o��i� 7'he �ppficar�t has stat�d that this stand�r� w�li b� ��t°ssfied wifih �h� ��atur� driv��n�ay� �r�d ���ide�tiai garag�s oi� the individ�aai iots. l�OTICE OF FINAL OF"tL7ER NO.99-02 PC 9Y 7HE PL6�NNING COMMISSION PAGE 91 QF 26 SUB 98-U01A/PDR 98-0013/VAR 99-0006-VFNTURA ESTATES SU�DIVISION �IP��If�C�: �e���a�e e��t� i� du�l h��� ��ili �a� r��i�w�� fcr �rs ���s;� witi� t{�i� �t�r�d�r� du�6r�g the b�aiiding perr�i� �ha�� �r�d gt i� fe��i�al� fiP��t thi� ���r�d�rd �✓iii �e r��t b� �rr��fiding c�r�v�ways �rrd �ar�g�s, �h�refor�, tR�i� �ta���r� h�� b�er� �ati��i�d. �+c�c_�� � '' ���c�al�ti�na �h��t�r ��,'�0� ��t���6�V��� ���n����i� ��s� r���i�fii�a��� f�r 5�f� ��� � i�g��t ��h��l� ��c+�s� �nd ��r��� �� � ��t� ��a� �F�r g�a��r�� ���°��l��son �o���rc t�� sii�. '��bB� ��.'�d�.� ���t�� t��� �h� a�wa�m��� �e�N��cr�lar ������ ��� ��r��� �o� �i� ��-�'��a6N�a ��vv�6fi�� a���t� €�� �¢�cli�id��� 9��� �h�l� 9�� ���, °lag���� ��v�c9 �ri����y� �a9t�as� � 1�����«��a��9� ������a���, Th� �tCC��S r�Ct� �t�i"�sS l�1�t� tI1E: Si�� l���I� i� do�;c�as��d I�t�r in thiJ r�pr�rf s�r����r �t��e� �r�� lJ�ilit� ���r�d�rds �r�� P�1�LS� FACI�.l7�' �����P�6V�. �c�es� �ca indEVid�a�i ��t� wil! b� r��i��+�� fi�ar �c�mp�ia€��� d�ring �he b�i(�is�� ��rr�et ph�a��. , �IN�6t�C�: �ecau�� ar,c��s �nr� �gr��� int� �h� �ite s���lf iu c�i������d l���r ir� �hi� r�:part �nd � ��cess t�a indi�idu�l ia#� wili be revi�wed d�arir�g th� ��ildirrg p�r�i� ph���, tP��� star�da�-d ` �a� ���:r� �atisfi�d. °s � a �6��p��r 1�.��d pr��r�d�� ��a����r��� �e�r�ag��. Th� a�apiic�nt has not sr�d�c��ed a seg� wi91 be provided, !�F s�gr�� �re prc�pc���d, a �igr� ��r�it wili t�e r�quir�d arad �ra�g� �e s�b��an�d froa�r th� �ixy �c�ve9op��nei1� ���vic�� D�p�rta�en#. �ii��if��. �ec�u�e �i�r�� wila be r�vi��ed sf d�sir�d tl�ro�gh � ��par�te p��s�n4t �pplicati�r�, this �t�red�rd ha� been satisf9�d. , i� �:��I�°9��, TF�� �CJ�L�W6�elta PL,�,h1��� L��4�EL��I�E��VT ���1"�R�,� ��l�L� �� Ni�"�': �'6�� de��E�����at d��� a��� ����l�s� � �o���e-���bl� or r��ra�r������a���i ��� th�r��car�, '��� fa��a�+a�g ���A&o�R��E r��i��r ���t���� �i�a �c�t ���l� ��ad +e��l1 �a�� �a� d6���a���c� i� �hi� r���rt: Pr�v�te �u�c9a�a�r Ar��: ���ti•�Farr��iy l��e, �h�r�� �a�fid��� ���reat6or� �ar���: ��a6�A�Fa�a�,� ���, �a°a��cy �nc� ��i��. �'h� f���a�Q�� h�v� b��� ��sc�s��d pr������d� �r� ���� r��a�� ��e� �'s�� ra�� �a� ��I���s��d Ar� �h�� �e�ti�r�; �i�ra�, �i�� F'a�k6�a�. ��i�#e ...���� '�'� Th��������� ���a��..��__._����r���a.�, i°�� ��r��t�, �aa��d6��� ��°td s��h��° �bfi� �i��7���t� �h�09 �� �H����r��d ��� �c���t�d t� �����a�� �h� �xo���ng t�e��, ��apc�gr��h�, ��� ������� �r�i��y� t� Yh� a�r�����t ��g�°�� �c���ib9�; �tr���ur�� Ae�����c� �� �h� �"s�� �h�l9 r�c�� �� As� �r��� ��bj��t �� ��a���i�g ��� �l�el��sg� �'��r� �h�ll �� �d�q�a��� �l��t�s��e b�fi���� or�9�y�� b�aoi�ir�c�s �ira�@ �th+��° ��-s��� �rad ��-�6fie ba�gls�ir�g� �a� a�d��i�in� �a��p�c�i�� �� �a�°���c�� ���° �d������ i���� a�d �e�° ���°�a�E����� ��sd ��r ���°� �a��t��4��a�� a "�h� ��r�a��ure� �h�![ �� �s°��s���� �ith ���a�sel�r��g�ar� ��r ��� ��� a�+� �nr��t� dire�tion�, �rh��°� � �cr��ik�se�y ��� �T�r��s �������� t� �l�� �xt�ra� p���ib��. Ft�pla�����a� �f tr��� i� �ub�e�t tc� t�� � r�q�6r�s����s ofi��a�����° �9�07�0, °��°�� ��rrna���e � � Th� �it� has be�ri l�id ��at tr, �vc�id �he r�att�r�i drair7��� at th� �ar�f��ee�� �c�rr�c�r ��'t�� �it� ���! �f��p � slc�p�s. The appli�ar�t h�s s�bmi�tec� � ge�t���a�c�l repar� th�t i�dic��e� �he �ar�hern 9o�s ��y b� cy prorr� to inst�biliTy if adequafie m�as�re5 �re not tak�n during cr�tstructio�. �'l��: geofi�chnic�i r�part � i� ba�e� an � sleghtly difterent p�ar�, the��#ar�, tf�� !ot numb�r� ref�rred tr� i� �h� r��c�¢� �,i�fi�r �rs�� fi9��s� on tl�� pl�n. The iot� id��tif��d i'� t�� repart g�rr�rally corr�spo�d with icat� �a� on #�e pr�p���d plan. Th� ��ote�hn0cal r•eport ou�iin�s r�co�r�endatican� for th� nc��h�r� Icats. it �p��ar� fi���it�l� bdse�d c�r� the geot��hnic�l r�part t��t, if prnp�r r€�e�s�ar�s �re tak�r�, thes� iafi� car� b� �a�eEy dee�elo�ed. The Buildin� f�ivis�r�r► wil; r��ui�� ce�mpli�rr�e with g�catechr�ic�! r�vi�w ���r�d�rd� �a��ir�g th� building review on the indi�ici��i lot�, ho�nrever, stafif strongly recamm�nds � ca�ndc�i�n rec��air�r�g a �eotechr�ic�l r�port b� r�quir�� f�r fot� 5��3 priar to i��u�nc;s at bi�ildi�g p�rmit�. NOTI�E OF FIMP,L ORD�R NO.99-02 PC BY TH�PLANNING CUMMISSION PAG�92 O�'26 SlJB 98-OQ14/PDR 98-0013NAR 99-0006-VENTUP„A ESTRTES SUB�fVISION � Th� projL�t rrviiE be �-�vi��n+ed omplian�� �na�t9� ���li��ble ��tba� a� th�e t9rrr� �s� �ugl�i�g p�rrni� �i�n ��vi�vv �hi�h ��iil in��re th�af �d�qua�� ii�ht ��ed air circ�ae�tior� a� prc��ad�d. All �#ractear�� will �e r�q�air�d to m��t 11BC st�r���rds �ar��� s�p�raticr�. Th� �ppsicar�� ha� su�rr�it�t�d a tr�e re�art v�h�ci� ���ie�alPy �d�r�#ifies the tre�:� �hafi �r� pr�po��d t� b� r�rx�oved ��d ret�in�d. �'h� tr�� r�po� dc��� r�ot ider�tsfy the loc�tir�r� o� �r��� fa be ret�i��c� a�e� rer�ave�. C@v�n �he �iz� r�f th� �af� �r�d stre�f configu�a�iar�, �t�� car� ���ur�s� �hat th� �r��� ��ihir� the �rc,�sosed �ight�-��-��y �nd tow�rd tl�e fror�� c�� the e�ts vvill i�� r�€�loved. �iv�� t�s� sis�p� �ar�r1 pat��ti�i far gr���� ir�St�P�ility �t gh� ncarth�rr� �a�a�iar� c�f fh� �it�, st��F �r����r�g�:s a� rro�ny �P�e�s �s po��i�E� b� r�tained. !n r�rd�r fio evalua#� if �h� tr�es q�ro�ase� fe� b� remc�v�d �r� in a Ic�c�dior� that �ak�s ser�s�, �taf�" m�a�� ��� a plar� �h�t �l��rly i�entifies al{ r,f th� tr�es by �umb�r �nd �h�vvs th� tre�s ta b� r�moved ��e�u� r�tai��d. Ir� additior�, s��f� need� #� s�� � �I�n tha� ��c�v�� th� typic�l �uilciing ��otprint ��r e�ch I�� to def.�rrnine if perhap�, som� �r�e� toora�rds �he r��r o�f�h� I��s z�aufd �e r�t�i�ed. Th� �ct��l rniti�atian �val�aati�n �f�r�es �c� b� r�rr�ovec� is di�cus�es� f�rt���r ir� fhis r�pa�. FIf��IPeB�: �ecau�� the plar�� do r�c�t pr�ovi�� �naugh ��taii �ar st��fi �� cca�i�irr� th�� ����� wil� b� pr�served �o {h� yre����t ext�r�t po�si�9�; �r�d �h� geoterhnical repor� i�dicafi�s th�� �p�e r�o�tr��rr� f�F« m�y b� p�on� #U inst��ility if prca�er r���a��r�� ar� not taker�, �taff can �ofi confirrn that #he R�iatic�n�hi� tc� ih� I�a�ur�i �r�d l�hysic�9 Environm�r��� sf�r��ard� navd b�en m�f. !f the ��pli�ar�t c�mpii�� vvith �h� �r�r+d��ions sp�c��ied below, staff can d�t�rrri�r�� �ha�th� s�a�d�rd� at�� s�tisfs�d. CC77��[�9"�"90�1�: � ��bmi# � pl�n fi{��t sh�a�� �ypic�l �ui9�ling foo�p�i�ot �n�! �r�� fac�tie�r� of tr�e� propose� t� b� r�fain�d ar�c9 r�r�oov�d. Ti-i� r�vised �I�r� rnu�� �l��rly �ho�v th� tre� r��mber�. If �re�s r�u'�sid� t�e typic�6 �ui6ding fc�a�p�int ar� pro�os�;� �o be r�mov�c�, an �r.�al�r��tic�s� a� tc� why th� �ar�i�a�l�r tr�e �a��t b�: r�rrio�ed wa!{ be r�q�aired. � �rirar to issuance o�' bL��iding ��rniit� on lt�t� 5-8, � gec�t�c;hr�icaf r��aor� rr�usfi be subrnittrd #� �I�e �ity fic�r ��vs�w. ����s�i��, ��r��redr�� ��� ��r�����bil��� �.�.�.'r�.�, : i�i���� �����-i�a� �h�a9i b� ��s���d��f ������ d0�'f�r��fi �yp�� �ff ��r�s� u��� (f�ar ��������, k����ea� �i�gie� �'�s�a�9� ��a� rr��������-fa��ly r�sa���.�i�al, �s�d r�e�a��s��i�B, �nd �or��Q��i�l�o The pr���sed land u�e i� si�gB�-far�iiy c�et�chec� r��id�r�t��l. Th� �3�ff�ri�c� �and �cr��f�i�� I��trix (�ection 1�.74�.�� dee� nat o-��a�i�� b�fl���i�g ar s�r�ening fr�r pr�pc�seci singl�-f�mily detached �s��. Therefore, this critErion do�s n�t apply. �a� ��e���6��� �¢� �i�� a����ia-�nn���� aa� ��a� �a�ff���� r���r�x, �h€� �'t�dl��r��� ����o�� ���6� b� ���������� �' e�a d�t�rr�i��Qr�c� �h� �d�qu�cy �u�c9 ��rt��� a���h� �aaa�#�r ��q��r�c� �s����- ��a���� 9�.7��. � � � � /�s �Qt�d abca��, �he �ufferinc� and �cre�r�i�g �I�frix do�s r�ot r�quir� b�f���ring o� ��re�r�ir�g for � pr�po��d sir�gl�-�ar�iiy d�t��ti�d �ases. °fher�fore, � d�terminatior� nf &h�; �d�q�aacy and e����t �f � r�quared bu�fier� is nafi applic�ble tc� thi� propc��al. � g � (Jn�s6�� �cr�r��R�s� �r��s �9��v �a°�m �f���iB�9�'AC� �;i9'��3�P7g�� �� ���h tE����s �� service �����, st�r��� �r�a�, �a�°ka�g 9���9 ��d ���h��o�a! d��i��� ca� ��c�c�fi ��p�� sh�l& �� ��°�e��d�� ��c� �h� foi9o�ir�� fac�or� �h��l b� c�an�o��r�d itt ��terra��r�i�� ti�� �deq�a��y �a� ���� typ�� �rae! ��t�rat caf 'th� �cr��ning: ��) �'o/h�� n��d� �o �� �c��e�a�d; �b� �h� d�r���ia� �rarra who�h i� s� �e���d9 ��t� (�� �h�th�r��� ��r��r�@�g roe�d� to b� y��r-r�ur��. NOTICE OF FII�AL�RDER N0.99-Q2 PC E1Y THE PLANPdING COMMISSiO�I PAG�13 OF 26 SUB 98-0012/PDR 98-6t�1�NAR 99-GOOG—VENTUfZ'�E�TATES SUBDIVI�ION �r.r��ne,�,re�o�a�mva�@ ----ran�a� _-- _ . . . . �Fi� ��°(7�US�;1� I.BS� !S �i �lI1C,�I�- 6Ij0 �'�'�4C���i�l�� �U�CIiVl�ICSiII�I��'li���! vel�pr��r�t. �'h� �ppli��r�# has r�ot g�r�p�s�� ar�y ser��ce �r���, starage ar���, parkir�c� !r�fis c�r rc�oftop ���chanicaf d�vic�� �r c�t��r fe�at�res t4iat uvc�u�c� requir� �creenirsc�. Th�r�f�re, thi� �rit�rir�r� �ao�� �a�t �pply. Flf��l�l�: ��caU�� th� sit� i� �ingl�-�ar�°iify �but�ir�� sir�gee ramiiy, th� b��f�rin� ar�d scre�n�ng stand�rds dQ �o� appiy. �������r��.���ia�a �"h� �����r���S��e�r�d ������ ��a��� ��r � �l�����pr���s� �h�al �� p��vid�d i� ��a����r °��07�50 ,�cc�ss and Gir�ul�ti�n is a�dr�ssed �Is�wh�r� ir� ���i� ��por�. Ali �6rc�la�ic�ra p�t��a��� �ratihir� � d��e6op�a���� �a�cs� �e �d����r�cd to ���o�a�c���t� �r��rc��r���r �eh�����. Cai�� �r�s�merf���d tur�iara�¢�d is �ropos�� at �h� end of firse priv�t� street vg�h:ch me�ts th� T�9F�R dir�e�si�nai s���d�rd� by pr�viding a 90-fQe�� by ?0-foot ��arr�ing ar�a with a 25-foot t�arning radi��. Th�� �pplECar�fi has �rt�pc�s�d a one-vvay c�i-��-s�c in c�rd�r ta reduce th� �m�un# af gr�ding on �h� tc�pc��r��hy, hov�av�r, fhe aut5ide radius do�� n�f app�ar to n�eef the req�aired 45-ftatat c�u��ide t�rninc� r��itas. �"�ze re�Uired ra�i�:� prc�vided i� th� pl��s inclt�d�s part of v�hafi a�pe��°� fi� b� a side�nraBk. TF�� �tr�et widt�� and patt�rs�s ar� di�cuss�;d i� rr�c�re c����i! 1°��r��o�►� in thi� �°epor#. � �'��vi�oa�a�s sh��0 b� �rs�d� �ar p�d��t¢°i�r� ar�� bicycl� ���� °sf �u�� f���9v�i�� ��� �9�c��� �� �s� �d�pt�:d pia�o The Gity of Tic�ard �'�destrian/c�ol�� ��th �/!ap locafied ir� �he �om�r�h�r��sv� �'Earz daes rc�t i�ent6f� a propc���d path ir� this �re�a. F6hi�?lNG: �����se the pl�n d�o�s nc�t sh�vv thP outsid� turr�ir�� rad��s� caf fih� ��i-�e-s�r rr�e�ts the �a-fac�t sfia�d�rc4r the Acc�ss and Circui�tion standai•ds have r�ot b��n rn�t. i� �he applicant �ubrr�its a pl�n th�t shr�w� �h� radius �rr the cu!-c��-��c �rvii6 �� ar� ��c�rdance �✓ith th� �'VF&�. �tand�rd�, th��Access and �ir�;ui�tior� st��c�ard� wiii b� rr�et. GC3t�Ji�ITIU�:�ubmit a revised plan th�t shows the i���ide and o�t�ide radiu� of th� cul�de-�sac wili be ira ac�c�rci�nc� wifi� ft�e TV�'��t �t��d�rds. E��r�c�����R�ag and �7.��� �p���: �esi��r���� �ie��9r�pr��n�. I� ���i4e��7, a r�o����rs� a�# �q p�r��nt ra$fhe �@�e �ha8� b� A��r����p�:�6. a A� not�d earlier, the grc�s� �it�; area af th� propc���:d project i� 5.1 T �cr��. �°h� lan��c�p�d por�ir�r� raf i �h� prc�jec� mnust, th�refor�, be a minim�im o� �.Q� �cres (2U per��n�). The �a�spiicant h�s not �rovic��d . ca9�ulatior�� describing what porfion of th� site w�l! be I�r�dscape�. F3����a�E fih� peopose� tcact vwilf be i .�E �cr��, �h�;r� i� � A-em�ini�g .67 acres, ar�9,185.2 sc�u��� fi�et r�m�6nir�g to P�� land�cape�i. 1/Vhile iG i� an�ic4paxed that thi� landscaping can k�e provad�d �n individtaai Ic�t�, b�r.au�� ther� i� no rr�inimum landscaped �rea and the s�tback stand�rds d� �ot ap�ly, staf�c�� not cor��rrn �h�t �hi� st�ndard vvaiE �� met witi�ot�t more infc�rrr��tion. Stat� prapo�es th�t �h�; ap�licar�t �� re�uir�d ta subrnit a typi�al b�iiding fo�fiprint plan or some o�h�r m�thod ���� sh�o�s the r�m�i�ir�g 29,1�5.2 square �ea�t of r�quir�d I�ndSCaping wil{ b� provided, NOTICE QF FINAL ORDER NO.99-02 PG BY'THG PLANNINC�COMMISSION ��� PFtGE i4 QF 26 SUB 98-0014/PDR 9&0013NAR 99-OOdG—VEMTURR ESTATES SUBDIVISIOh' ��6�(�IR��: ��c��s� th� ��p nt h�� �oa� pr�vi��d d�t�il c�r� h�w 2Q°.�o 9ar�d�c�pirag re�q�ir�m�nt wi61 b� ��#, ���i� ��r� �ot d�t�rmBr�� th�t thi� �t�rrde�rd ��s b��� ��tis�'s�d. 6� t�e agap�i��nfi �ubmit� � pl�r� ti��� ��caw� hc�� ����� ir�di�i��al Ic�t ��r� b� 4�nd���p�� #o ir���r� that the t�#�E ?0°/a I�nc�s�a�ing re�uirer�en� will b� �a�i��i�+�, st��' �a�i f�� th�t th�� star�dard 91as beef� rr��t. �(�N4�lT10�4:Subrr�at � �I�r� tE�a� �f�e�+nr� hc�w e�ch �r�c�6�id��i ��� �vill b� @������p�d tc� ins�ar� �hat t�� fic�r�6 20% l��t���apir�g r�c��ir��en�wif9 b� ��tis�i�d. �����'���w�: Pg°o�i��ca�� ��r �p�bl�� �����at rm�y b� ����i��� ���r� th� ��t� ����� � p���i� �r���6� �°��at�� �B"i� k°�'f��ig�'�� 'F��§�lt9�� ��1�0� �� �r���� C�f1a � °�"6�� I����a�� ��oti��� �r��s����a�ilw�@�� �ea �h� �o°��; ��c� +� T'i�� ���� ��d t�p� �f�h� �arc�pa��� d���l��m�r�$9 �a���9 an sc�i� rev6e� c�f th� �'s�i-�/let b�� l�n� ma�, �her� i� �c� by� ii�� ���€�g th� fra�s���g� �f thi� a�e�elap�Pnt. Th�refQre9 �his st�ndard does ��t �pply. �'iFJDi�I�: �e��us� ths�� is r�o bus lin� �butting thi� site, �h� �u�9i� °�r�nsit �t�r�dard �d��� nQt �pply. i��i��� A�I c���in�a�� ���a�i�i�ro� �Fa�.�E b� I�ec� �t�� An ���c�rd���� �s��h th� r�qa�ir�r���t� set ��rth gn �i�a���r °��.$�� �r��d #h� �r�t+�r�a sn ��q� ��ca�a��d ���°3 ���t�� �3r�s�a��� ����� "�'�e Enc�ine�rirag C��par�ment h�s ��vs�w�d �his appliC�tic�n �r�d ac�dr����r� th� pra3e�t'� c;c�r��fi��ce w��h the City'� strar� w�ter c��aon�g� star�aards. �e�; cora�rr��r��l� t�p�d�r ��b�i� F��91i�y �r�������. Fi�l�l4��: ��cau�� c�r�in�g� vvi9i t�� �1is�us�e� �nd rar�dat��r��c! if��ues�ary��rth�r in this r�pc�rt, �hi� stand�,rc� has bee� sati��sed. �l��.�d�ara ����c ���r��; ������ ��raa��QB@ �€��{a�r ���a�8op���� �� �Ei�e��d �r��hi� �� ��1j����� t� ��� 1�(��y���°�E�s���alai�, th� �i�� �f��IG r����N� ���i�����at��� ��#h� d�di�a#��� ������e��a� �g��ra E�r�d �re� fi�� � gr�e�w�� ad�csir��n� �r��3 �i�k���a �F�� ���d�a��aa�. �"hi� ���� �h�l� i��i�ad� ���a��� �# � ���et��l� �i����a�a�s ��� �h� ��r�����Q�te�� ��' � p����tri�r�/k�i����� p�th��� �a�6�o� �k�� �Ec���6p��dn �r� �����dar���wifi�a ��� �d�p��� �a�:e���tr•A�r� �Os���ie p�t��o�y �Sl�na According to th� �dopfi�� F'EMA fl�c�dpf�in map�9 th� pro��cfi �it� da�� nra� fail withira �h� 3C)(?�y��r flo�dplair�, ther�fare, this crite�ian dt��s no� a�ply. �INt�I�l�: �ec�us� the sifi� �f��;� �ot f�ll w�fiflir� t�� �00-y�ar �e�c�dp�i�i�, �his ���r�d�rc� da�� r��� ��ply. ����� �i�i����: ����o�i���� $��.a.�o� �, ����°�s��� � �r� �r �F?�°�I��e�r��r�s �ia�: � �°f�� �a�°op���d �r��im���ry pi�t ��mp�i�s �ath ��ae �pp9s��bl� ��ar�ir�� rar�a����� ��d �a#h�s° � ��1�96�;ab6� �ard�a��r���� �r�� ��c������ar�� ��, The proposed �roj�ct carr�pii�� �iti� the �c�mpre67�i�siv� Pl�n'� 1�o�r� ����ity f���ic�et?ti�l d�s�g��atica� for � the subj�c� prs�pe�ty b�cacas� i� cc�mpSies vvith ��� �ppli����� �ruvi�i��� c�f�h� �c�r�s�u�ity C3�vel�prr���� � �ode whic�i :r�splem�nts the �al�n. �c�rrlpii�r�c� �rith th� ��j�r�ty c�f �pe�ifc regul�ti�n� as�d ��ancl���ds � have been �dd�°ess�d pr�viou:sly U/9��11C� thi� r�port �r�d�r �he pi�r�r��d clev�lop�er�fi r�o�i��v �e�tic�n. � � ��:v�ral se�;�it�ns, nc�t li�t�d �s app��v�l cri�er�� fc�r F�E�nre�d Dt���io�ments, �r� ap�r9's��ble tc� �i.�t�division�. Th�s� �;hapt�r� Gr� 6osier� t�nder �{�Dl�°!��lL ���TI�� �:�f�Li,��R6�� T� al.1B�l�ita V�S. °T'�� p����a��� p,d�t n�rn� �nus� r��� b� ��g�li���6v� ar�� r���� ��he���� s��i��y #�e pr¢ao�i�i�r�s ofi C��� �h�����92. NOTICE UF FINAL ORDEFt NO.99•02 PC F3Y THE PLANNING COMPv11�S1C7N PAGE 95 OF 26 SU6 98-OfJ14/PDR 9&0013NAR 99-OOd6—VENTURA ESTATES aUBQIVISION � �'h� applie�r�t �o�s r��� pr�vid� v6den�e that th� �ro�c�s�d s�b��i , on r��m� h�� be�n res�rv�d. �rio� to �Or�al pla4, ��prQV�! �fr�r� �It'��hing��r� �s�ur�ty rrsi.��� b� prs�o�id�� t� insur� th�t the r��rri� is n�4 d�pli���iv�;, '��� ��r���#� ���d r���i� ��°� I�ici �u� �c� �� tc� �o���s� to �h� �G��� �a� �t�bdi�i���sa�� ���1 �aps of ��jo� ��rt�to�s�� �r ��sbd�vi��o�� ��r��cl� ap�r��r�� �'��° ��7�t�i�i�� �ra��s�r� �� �� �v"sd�th, ��ri�r�l �i��ac��e�� �r�� i�a �!9 c��h�r ����a��t� �a�i��� �h� �e�y ����r�a€��� �t �� �� ths� �SU�aia� �r�t����t to �s�di�y t�� �tr����r r��c9 ��t���°�, �tr��Y iayou�r i� dis��s��d ir� mc�r� d�t�ii �ia�h�r ir�#�i� repo�t. �►r� ��p9ar��t�ar� h�� ���� pr��i�e� far��I �carra�ye��a ��a�s��v�m�n��. The applie��t ha� prt�vid�d ar! explana�i�an �For �!! ;omm�a� impr�v�r��r��s �� r�q�ir�d �r��, fi�er�f�r�, ��tis�ed this criterEon. Specffi� details af�h� propr�ser9 ir���°c�v�m�nfs �r� cli���as��� i�ter �r� ��i� r�pmr� �ar�d€�r P�abli� �=a�iliti�� �c�nc�r�r�. F3�iC�lf��: ���au�e �h� applic�nt Fi�� �ofi pr��rid�� �v6c�e�c� �f th� pi�t r��m� b�ar�c� r���rv�d at U�J��hingt�an �au���, �fi�ff�2�n �ncat��firr�tha+ �!i of th� prelimin�r�/ pl�t��apr��s�f s#�r�dard� h�v� ��en ac�dr����d. {f th� �pp6icae�t submits co�t�firrrtateon fr�a� 1iV��hing�ar� �:o�nty�:h�,� the prapos�;d �ubdivisir�n r�ame 9� no� ��plic�tiv� or s�abmits a r�vi��d su�div6�ic�c� n�m� ��prr�v�d by 1lV��hinc�to� �au��y, thi� standaPd wiBl be satisfi�d. f�il o#h�r g�reEist�i��ry pl�,� ap�rav�i st�rad�rci5 ��ve �i�h�r b�en m�t o�atrig�$�,c�r �r� ��nditian�d �� d���us��d l���r �r� �hi� repor'c. '� �t��l�ITf�3�1:Subrr�it c;or�smrma?ian �rora� VV�sP�inc��or� G�u�ty that t�a� ����os�ri sub��Ja�isicsn name is reca� c�upiica�ive or suk�mit r;�on�rma�6r�n �f � r�evi��d suhdivisi�r� r��rn� apprc�v�d by Washinyfo�z Gour�#y. ,A���`�"I�t��L ����'9t����6'��It",�,��� �'� ����I�l�oC��Ss � `�° ��IfBl�°"�4 �h����r 1�0796 r���Ar�s �6tQ��t��� �f t���� c����• ��" ����ra����° a� Ba�°���t h��c��i� ���9�j ��ra�+���� �� �ar� �f�E�� d�ar�i�panc��� ��t�� �s��o The ap�iicant'� tr�e repr�rk s�ate�� that there �re 19� tr��� on the sif� �vhi�h h�ve di���t�rs grea��r th�n 12 ir�ch�s. �"h� tr�� r�p�� does nc�t �atal the tr��s tc� b� r�rr�c�v��4 c�r �h� tr��� th�t ar� con�ider�� haz�rdo�� �nd i-�us�t be remcav�d. Th� applic�r�� �#�t�s �h�� c�re���r th�� 75°/w nf th� �rees wili b� r�tain�d, h�w�ver, �taf� has �o w�y of confiirrnir�g this. In �dc��tion, �h� tr�e rP�ac�r� do�s r��at id�ntify fh� locatior� of firees r�f�rr�d �o ir� �he repor�. !� a�d�r f�r �ta� tcs d�t�r�ir�� thafi th� pr�pc��al complies with �hP tr�� mitsgatisn re��ir�:��r�t, th� a�p6icant mus� �ub��t a pPan th�t speci��s �h� total ir�cf��s �'�tr�e5 fp be r��-roved a��ci a pragrarr� �or �ifig�tic�e� i� e�mplianc� with �S���i�r� 1�.79(�.030.�. � It is ����ible far this s�andard tc� be r��� if the applicar�t cosr��ls�;a �nrith the r�carr�m�n�i�d c�r�di�ior� o� � appraval. �'leas� r��te, th�� a+vhile th� app�iGar�t rr��y c�mply with the �re�e ��m�v�i ��cfia� of the cod� �, by proviclin� thi� a�cii�i�o��ai ir��c�rm�ti�n, �� c�i���s�ed p�eviausly i� this �e�ort, �9�� �pplie�r�t may b� �-° required to r�:tair� �ddi�iar��l tr��s ir� s�rc�Pr �� ��rr�ply wi�h �h� PEa�ned ��e��fapm�nt �ri�eria. Th� `°° revi3ed plan r�u5t �hr�nr car��istency witl� th� cor�diiia�s ��I���d tc� t��� p�r�s�rvatio�, � � „,�,� F6Nf�9t�G: ��ca�as� the applica�t ha� t�c�� s�rbmi4�ed �a tr�� r��c�rt thaf cle�r9g� �ho�as th� iocaticn and n�rr�ber ofi exis�ing tree� Qver �2 inche� caliper being removed, �t��# can r��t cor�firrn that ms�r� than 75% af fih� existing tree� w�if9 L�� ret�ined. If the applica�it ��bmit� � pl�n fihat c�eariy shaws the r��arr�ber �nd lo�ati�n of �xisting tree� �r�d tre�� propo5ed to be remcav�d, �fiaff can dete�-mine i��h� sta���rd has b��� �ati�fii�d. NQTICE O�FINAL ORD�Fd NO,99-02 PC BY THE PLA�INING CO�iMIS510N �PAGE:16 QF 26 SUB 98-0014/PDR 93-0013NAR 99-0006—VENTURA ESTATGS SU�DIVISION e.,,�.�. �C�lVl�9�°�4��4:S�br��t � tr�� r� �! pl��a �h�� �le�rly shows th� �ca r �n� lr��a�i�� �f�xis�ir�g 4r��s �nd ����� pra��s�d t� b� ��r�c�v�d. If th� r��ao�b�r c�f tr��� �r�g����;� �o b� r�r�cav�� �����d� �5�/�, the �ppli�ar�t m��t s��rrai4t � tr�� mitag��i�� pl�ra fir� b� �p�a�c�v�d by �h� P��nn�ng �ivi�io�. ���.�.�1c .!°�����.��... �.r�.� C�a�t�� ��.�°�A �Jf°E'3V'i+[��� �����Y"���I�61 ���t����'�� ���° �h� 99Xt�B���6'�$��t��'i �&'� �C���I� �C�� ��"i�'�'�� ����li�i�� ���� ��i06ts"�� ��c� �s ��r����, s���r�, ��ad ��°������, T'h� ���16��b1� ���ndard� �r� �r#dr����c� b��e�wo irrap�c���s�te���: ���t�c�o� °I�e�°dp.Q3�(.�:� r���ir�� �tr��fi� �i�l�a� �nd ��j��r���g � ����9�pr�a��� �� �� ���d����� �€�� i�prc�v�d b���d c�� �L�� �0����ffi���i�n �f�h� s�r���ke l�edi�atonr� ��q�ir�m�r�x� and ir��rov�m�r�fi �tar�d��d� �r� �ddr����r� a�c� c�r�di4iear�ed �s ����ssar� la�e� in �hi� r�p��t un�d�r Pub6i� F�c81�ty +�arr��rr��. t ����c�a�� �.�g��������� �r�d �tr��fi�hlAdth�; ����i�� ��.��0.�3���:) ��q�ir�� � ➢a�c�i �ts�e�t tc� hav� � ����r�a��r' S�m�'�e�t re��t�fi���� ��� 32-��0� p�v��l ����gc�� ��i��es� coar�� ��d s�c��enr�ik�. T�� �pp9ic�n�'� pE�r� �hc�w �h� righ�-r�f-way vviil b� 5� f��t wiYh 3� ������f pav�r��n�. This st�n�Jard is di���sss�d ir� more detail �nder F'�1�!_�� �'A�iLIT'Y �C��I�EF���. F�fs��� ������ ���� �r�� ����r��i�� �fi��r��t�: ���tss�r� 1����0.0�0��) s�k�t�� �haf a fe�t��e �����t pl�� �h��� �� �Rl�� �ha�V� �h��rs th� p�tter� �af �sc���i�g ���d ��°�a����d �'���r� ������s �'�°om ��� �r���d����� ���h� �r��a���d I�r�c� di��si��e �hi� ��ct��� �I�e� �fi���� th�� �h�r� 6t i� �e�����ry �o C�1��° �d:���� ��' �9��'f'�'9B� c� ��$����G�CB�'�@J�6,.E�°� CI9�l�!(��'9 ����,�0�9�1i�� ���6�, ��r���� �E��II b� �:���i���� te� tP�� �s��a���r� l���� �f fi���r����� Ea� s���r���a��� �n� a ���cd��a�� ��a�l �e ����traa�t�d �t�h� ��c� �€ L�� �tr���, �'h��� �t���t �t��a� t� �d��a��e�g �r�p�r���� �r� �a�fi ������9�r�� �o b� ��al������ �ia��� t��y �a°� i�a��r�d�e� �� �o�t6�ra�� �� t�ra���h �xr��k� �� ���h ��r�� �� ��� ����w�i�� �ar�p��� �� a��;������:�. Th� su�jec� sit� �buts ��rg� �c�ts th�t co�ld b� r��d���lc���� ir� kh� �'��ur�. l"n� ��p�g��nt h�� sho�rr� c�n their p�a�s h�w �V`V �_c�cu�t ��r��t �vs�1 be �xt�a�c��d �ssthz� ��d ��s# �af�h� ��t�. �°h� �ppl9c��t ha� not �r�p���d th� c�ss-d����� �� �x�er���r� fur�h�r�s� t9�� ���f ��� ��� t��r��r�����. ��r����A6i�s�rn��st ar�s� ��n���:t�ca��: �����s�a� °��.��1�.0��(�} r�qa�Rr�� �1! �ca��� �t�°���� �sh��h ��a�fi � �ev�lc�p��n� ���� �i��l� be ��cfi��d�c� �vat�wr� ��� �e�� t� g����s�� ���c��a��a ���°�ui��scz� wh�r� r�c�t p�e�iud�� by ������ea��a�c���i ����a�a�gr�p@����� ��r��tr�sa�t�, eaei�t��� ��v�������� ��t��r�� �r s�ri�t �, �dh�r+e��� t� �tF��r�t��d�r�� ir� �h�� ����. ���r������a���teca� �r�a���r��is�� r� �a��c9ude� �&��� i� � �� r�r�t p���ibl� �� ��c���ic��$ �ar ��c������€r� �E�� ��s°��� ����s�� �e� ��°�v6�� ����ase��d �xt�€��9ar��d �r� e�a �h� ���� �f���i�°��ra��r���l �r top�gr��C�i��� �c��s��r�ir�t�, t�� ��r� pr���r��� ��� ��r��tr�an� w� r�r�� � ����A�n� �c� sh��v ���� � ��r���k �ona������� �� r��� p�����1�. �'9�� ����i���k ���a�� ��aea� �h� t�� � ��r��#r���t �recl�e��� ���e� �°���s►r��bl������� ��aa���ct�a��, � � The appli�ant's pi�ns �h�av�r s�l L.ocust �t���l a�d �W 70th Sfr��� ��ct�r�dir�g �hra�agh the ��te. Th�r� ar-� rao o�h�r st�-�e�s a�u�tir�g �h� d�v�l�a�r��r�f whdch c�n b� exfi��la��d �hr�ugh �h� d�v��o�pr��nt �i4�, ��91��������� Se��a�� �9�.ei'i�.a��(�) r�q�i�°�� th�fi � ��i-��-��� �h�H �� r�� a�;��°� �4y�� �00 f��� l��� ���ri �c�x �r�vud� a����� t� gr����r th��a �0 dw�ll��� un�t�, ��d �h�l� �r�9y b� �s��d v�e��ra ����r�o�s���t�l s�r topc�gr�ph���l ��a��te�e�t�, ��i��er�� d�v�l��r���# ��t�e��, or ���°��t ��9�er���� fia� w�h�r �fi��cl�rd� e� fihi� ��d� p�°��lu�� ��r��t ��t�r��R�� ��od th�°e�a�g�� �ir�a����ia�r�: NOTICE OF FIMAL ORL7ER NO.99-02 PG�1'THE PI��!NING CflMMiS510N ��� PAGE 17 C�F 26 SUB 98-0014/PDR 98-0013NAR 95-0006—VENTURP,ESYA7�S SUBQIVI510N � ��I cu��d�-�a� �h�91 ��_ i���� v��t� � �e��°���^oaa��o tJs� �ur��roua�c� �o����r�tior�� �fit��sr���n ��r�a����F �h��P �� ap�r��r�� bg� t�� �oty �r��i����, ��s� s 7'h� Bc����h of�h� �aai-d�-s�� :�h�yl �� a����u��� a�le�r�g th� ���otes°l��� of�Fa�� ���c����+ �r�m th� a���r�ed� �f��� er���s����:���g ���e�4 �� ��� ���h��t �c�i�t �x���� c�lR������4 � Bf� ��Q-d�W��� �� r��r� t9��� 300 f��t i���; � oi�ht��9 �ir��x �����+�y #� ar� �����e�t �t���� �a�� b� r���ir�d t� b� �r�vi��� �a�c� d�d6��t�d �o ���� �i��. T�h�r� wil� �at b� mor� #ha� 2Q ho���� t�king acc��� �resm th� c�i�d�-�ac, `f�e applicant i��� prap���d � ��a9-d�-��� i� ex���� ��' �QC1 �'��t. The �pp�i��r�t �ub�att�d ����I�menta� inficarmatsc�e� ��a r�que�t � vari�r,r� �� �h� ��ai-d�-s�r, l�ngth. �'F�e cul�de�sa� adjus�r�ier�t cri#�ria are r�vi�w�d f�rth�r ir� 4his r�pc�rt. �t�ff a� r�;��rnrn�ndis�g ap�r�va! c�� t�� �r�r6anc�. V�i��s t�� �f�rear�c�, �h� c�sl-ci�w��� i�r�g�h will be gr�at�r than �{�Q f���, th�r�fo��, � ligh��d dire�f p�����r�� �a �n �dj�ce�t �tr��� e� r�q�air��. IT�I� ��ip�6���4�: hr�a� I�1(�9����C� $�t�� � �3E',�$�.'�'�9'i��i ��C�s: �rili b� ���i9�ble ts� �1N �l�r�t�r� Dr��e Mlr°� ��'i� C7�e E1 �°a�3c'�CP. $C"�C�, 61�1Pd�'ifE3!", 5�ic�� fY�S C,�.8"�'�� �t5�'l��f'i'15 �91�$ �Q(i�a�i E1Cfl�i1 ()� �LIC� �il r.'�CCE.-'��S 11!/�I� irr�p��� �h� dr•�ir�ag�v���, �t�ffi �� r�c�t �pposed �o thi�, but wou4d li�� �z�c�itic�r��3 d�t�i6 i� �rder t€� ��aprov� 5u�h a �arsr�e�fiiar�. if ��8� I���tit�r� is r�s�� �ccept�bi� fcs th� �ity, ��i �I��6°Cir���' IUC��lL'�� W{t�[f1 �t�� �a�er ����m�nt ��tw���a Ic�ts 7 �nd � whi�h w��l�# �9�0 �� � iage��i acac�tic�r� �c�r � pe�e�tri�n pa�h fr��n �h� ��I�d�-sac bu9b tc� �W V�r�fi�ra �ri��. �r��l�� ��ad t��¢v��o ��cto�r� ��.��Qoa�p(I�) requr�°�� �h�� �r���� ����ll ��a� ������ 1� p����n� �r� �c���� �tr����, �����a$ th�� i���B r��a��r�ts�l ��r+���� rn�y �aa�� ���r���a�� vv�9�h gead�� �sp to 35 ��r��r���'��€���ti�n��� �f�� �r��nt�s t�a��a 25� f���. �'h� �tr��� c�rad�s ar� di��us�ed �and�r PUE��.l�o FA�I�.ITI' �;�NC;��C4��. G�rb�, C�s�� ����s ���g��, ��� �rm�evvay ,A.��roa�Ea��: �e��i�e� ��,�1�a��Q��l� ���ui��� t�� f�lla�rr�g� C���ce�� ��a���, �t�r� �a���� �rh�������s�, i���y��� ���p� ��sd ������.e�� ���r��c��� ���@! ��� ���s�r��t�d ��s �€����°����� ���� ����sc��rd� ����6��� �� ���s Gh�p��� ��� °�°o���°� fi��r����p�� �ac�� ���t�urt �9�.d�.0��, �a�c�� � ����r�fi� ��a�°�� ��� ��°�����a�� ���re���h��� ��� s��c���a��s�; ������ � 1�Ik�er� rso �ed�v���k i� pB�n��r9, �r� ���h�it ���a•��c� ��y �� ��a���r���ed �eit� �z�yy ����c���e����°��al; ��e� � Asp��it ��� �o�cre�� ��i����� �p�r���he� ��s th� pr���� ai�a� �h�19 �� �u�lt �� Ci�y �����c��r��e�r� ���r���rc��s ' � � The �ppli�ar�t �2�J in��c�t�d that fih� pro,j��� v�ill cor�piy v�ith �IE Ci�y cr�n��r�act��an s��nd�rd� ��d � mat�ri�l �pe�i�iration5 e�ifih r��pecfi �o �iarbs, Cur� cufis, ramps �nd driv�w�y a�pra��h��. The � �ca��ition� aaf �pprcav�i �e�d the p+�blic improv�m��t �lan r�ui�vv �ara��ss v��ill in�ur� th�� th�s� i � ��a���rds ar� met. °("hes� cr'eferi� �r� disc�s�ed ar�d cor�di�ia��d, if neces��r�v, f�rth�r ir� t9�is �e�QS-t � und�r PtJ�LI� F��iLlTY ��i�J��F�NS. � � � F�I�r�� �����c�� m ����i��� ��,��A.��O{,�) ������ gh�� �h� 1��gth, ��dtM a�d �h�p� �� �a9��9ss �Fs��l �� d��i���d r�vif� a�u� r��ard to �s��e�wding �d������ E���Idin� sl��� for the �a�� ��r�t��g�l�#��, �c�r���d��°�tio� of ne��l� �s�r cor����i�r�t �c����, �ar�a�l�tic�n, ��ar�t�o� ���! ��fe� ���tr��t �r��c ar�d r��:���ao�ac�� a�$�or�6��ti��� ��d c�p�a�ar�uraexi�� ���c�p��rap��. ��e�ifi��ally�� NOTICE OF FINAL ORDER NO,99-G2 PC BY TWE PLANNIh1G C�Mfvi15SlOR PA,GE 1 S OF 2E �U�9fi-0014/PDR 9II-0013lVF�fd 99-0006-VENTURA CSTA�'ES SUBDlVI310N ����� �a���a S���i�� ��„��Qo (�)�19 ���t�� �h�t �I�� �r�r�a���� e� ���� f�r��� by �tr���� ���19 r����x���c� �9�OQ ���t �sa�a����� �is��� th� r�g�t�����r �ir�� ������: � ���r� ���e�t I���t4�� �� ��°�����@�� by ��t�r�9 t�p�a����h�, a+��ti�r�d� r�r ��h�r i���(�� �f ��t����°r �u°��x���A�� ��v���pm��t�r„ � ��r b9��k� ac1j���r�t t� ���ri�l �tr��t�, N���it�� ������ h��h�r�y+�, r��jo� ��l3����r� �� r�i9r��c��o � � €��r �c��-r��b���at��� �8���� �� v�hi�h �r���r��� ��alal�c�o���l��ior� �rav���� ���c�r���s��������m Th� ds�v�ie�pm�n� �i91 �id in t��� firarr��tior� �f �It�c&��, �aw�v�r, f�l.l� t0 �Xl s$fr'!C� �$f��$ �3��A�Pf�S c791d to�agr����i� cc��sdr�ir���, th� tsicack� t�rrn�d by t��� ��r��#� tf�raltgh the� d���lcapm�r�t �riil ��;�tir�u� #c� sxc�e� �,�00 f��fi. �3�c;��a�� th� blc��k l�r�gt�� r�c�uirer��r�� 'ss pr�e�lud�d fr�m bei�g m�f, in ��r� d�a� �c� t�po�rap�oi� ��r���T�ir�t�, ��i� s���d��d i� f�a�ar�� ��t�� ap�l�. �I�ck �����h�: ����ior� 1�.��Dot��a��)��} ������ ti�at wh�� b�o�� ����t�� ����fe����� ��� ���� �r� ���md����s ��d����i��/bsk�w��� �h��� �a� p���v���d ��ro�a�� �h� b6���9 Th� int�r�e�t�c�r� �f �VVi� ���' �v�n�� �s�d ��� fut��� int�rs��tf�n �f �i�1 6�¢�, d���r��� i� I��s �ha� �Q� f�e�t. Th�refore, t9�r� star�dard �i�� b�er� s��s�f�d. L��� m ���� ��� �I���p�a S��t��� ��.�1�.��a�A� pr�hibits ��� d��at� �'r�� b�a�� rrro+�r� th�� 2a� te��� �h� �v���c�� �ot �rscl�h, ��I��� �h� ���°��6 e� I��� th�.r� �.� ����� th� �air����a� ��t �a�� �� �h� ���9���a�&����a�� d�������, �'�lE: 8fllilli�'`iE.lt71 IOf 51Z� C7� �I�t� �-4.5 �c�ning district fc�� �ir�gi�w��rrzily �i�t�ch�d d���l�prr��r�t i� i,�00 sq�¢are ff��t. �r�ly L�� a i� I�rg�r than 1.s ti��s the minir��u�re !�f si��. Hauv��r�r, t�� Ec�t c��p�� c��fi�is i�fi do�� r�ot exc�ed �.� tir��s �he �v�rag� io� �vi�th. Th�re'�or�e, this �t�ndard h�s b��� ��tisfe�. �.r�t ���€�a���.�: ������r� 1�o�°9Q������� ��qaaG�°�� tih�� ���� h�v� �� ����t�� ���� �f������g� ca� ������ s��° p�g�������°����y ��h�r��a�� ��a �����A �� ���c��� c�r� ��� F�r�4i�nana�y �ifi� �'lar, �!! prc�p�i��c! i��� hav� at l�a�t 25 �'��� csf fr�r�t��� �r� �u�r{ic: �tr��t� �vith th� ����ptoc�ns �f Lc�t 2Q whi�h only h�� 20 fe�# of frontag� and Le�� �, vv�i�h oniy h�s 2z f�et �fi fr�ntag�. �ec���� thi� �� p�cac�s�ed �s � �lanr��d Deveic�pm�ra�, #h� ��as�ning Cc��mi�si�r� could de��rrniri� �h�� thi� �fiar�d�r�i rs�ed not apply, �ecau�e slight �dJ��t��r�t� �,s��,ald �� �rs�de, nc�wever, w�hi�h v�r�E.�id ���k�l� th� s��r��arci� fc� b� m�fy at�� r��orr�m��ds �hat ��� appl�c��t be required to �ubrr�it a �°�vised �iar� t9�at �hovva �{I Ic�ts wilf ct�s�npiy�r€�6�� th� I�t f�c�r�t�g� �tand��d. �. �gd�a��l��: ����i�� °��.��A.�70 r������� ��������� �d��0�i�a� ��9 s���Q������� �������n t� � Th� �pppicar�it is p�op��ir�� tv c��str��t sidew�ik� ta �s#y �f�nd�rds o� ali �€��lic str��fis. T°4��refc�r�, ,�,,, thi� c�it��i�a� is met. � • � � � � ������ry �€���r�: ���tac�n ��o�'i�e��30 �°�e�t�i��� ����t�a� ���+a�a°���e��. � � Th� �ngin��ri�g ��p�r�men� ha� revi�v��;d t�� appiic�nt'� r¢����riaE�, ir�cBudea�g th� �r�9io��r�arry� �Jtaiiti�s F'iara. ��nit�ry �e���r is �isc�s��d i�t�r in this r��c�r� �nd�r �'�J�LB� �A�9L9TY �O�1C��N�. ����d on th� an�9y�as th�r�9n, the �anitary ��wer s�evec� ��rill be prca�✓od�d a� req�ir�� �nd �hi� crit�ri�n i� eith�r satisfii�d a�firi�ht crr dvill �� me� upan com�li�nc� with th� a��l9ca�6� cc�ndi�aar�s �f��prc���i. �tor�ra �ra�����: ����aca� 1�.�'�Oo1�0 r�qb�sr�� ������t� ��c��i�9or�� ��r ���r�xa v����r r�a��fi� �nc� d�di���i�r� of e�����r�t� f�r storo� dr��n�g�fa�i8�4��;�. NflTICE OF FINAL QRDER N�.99-02 FC BY THE PL4NNING CQfviMISSION P�,G�'f 8 OF 26 SUB�5-0014/PDR 98-0013NAR 99-0006-VEI�f7l1Rl�ESTATES SUSL�iVIS90f� �t�a�•� �ra►r���� is ds�c��sed 9� i� th�� repca� ur�dcr F�U�LI� Fr��! ���lG�F�(�J�. g��ed c�r� tF�e �r��ly�i� t��r�i�, sta�r� �+e��er dr�in�g� p��a�,�isit�ra� vwil! b� provid�d �� r�;q�ir�d ��ac� #h�� �hi� cs°afi�ri�sra i� ���h�r ���i�fi�� �a�fira�ht �r�i0i b� r�et �!p�n cQrnp�i�n�� ene9th ti�� ���tic�bl� conditRan� of apprav�9. �!�[�iN�: ����r� c�� th� �n�6y�i� �t�c���, �h� ���ii��r�� h�s ��t rr��$ ai� ca�' th� �tr�et �nd lJ�ility Impr�av��ner�t at��7c��rds. ���f� �lnds is �����bf� for tl�� s�anc��rd� fa �� r��� if fh� ��spiir,�nt cc��pli�s vv�th th� cr�r�c��tia�� ���cifie� b�9c��. �t�P�C�ITIC)�I�: � �ubr�lit a d�tail o� �ri� �rc�po�ed ped�stric4� connection tc� seN �6���tu�•� i�ri�� #� �hc�w hoons it �an b� ext�r�d�� �oithout imp�ctirtg th� dr�i�ag� �r�a. If �� �s n�t pos�i�l� tc� �xfer�d � p�d��tE�ias-� �onr���tio� in this area withraut a� imp�c�, th� ��a�lic�n� r���t sh�u� � p�d�stria�� cQnn��tacan betw�e� Lot� 7�r�d � c�n th� fQnal pl-at� � ��vis� �h� �l�t �a �iiat a!6 fror�tag�� will have 25 f�;�t o�fr��fi��g� �n � publd� 6r �riv�te �tr��fi. �av6sia� �..������� � �����ar� ���g.�h �� �_.��.�� �om��ani�y Ci�v�9��r►���at �+�d� S�:�ti�n ��e37Q,�2�?�.� �il��r� �h� �er��t�r fi� �p�����, ��pr��r�with ���d9t6ara�, ��d�ny � r����e�� f�r �� ��i������r�t �� �h� �t�°��� �r�ps�����ra��� r���i������� l����a� s�� �r������ r���� th� ��������� �rQtericao� i� ��t6����: �tci�� �p�i����Aa� �f �h� �t��d��•� �iE� �°���a�t �� �¢i ���������b6� ���a�r�� ������ cs� �z���t�r�� d���is�������� c�t� �h� �r��p���� �����a���s��, ¢�� �� �a���a�-aa f����r�� ���� �� �a�t��r���, ����p �lc���� ����e�`�Pn� r�a#�r� t�°���a �'h� appfi��r�t has s�ab�i��d � r�;�pca��e tra th� v�ri�r��� cri#eri� which 9r�cli��t�� tha� � c�onn�cti�� �Q i`JV V�nt�ra (�rsv� +rv�as �or��id�r�d c�rigir��ily� hc�v�ewer, d�� ta the �l�p� �r�� a�?� r��t�r�l dr�ir�ag��r�� �t the n�r�hvve�t�rr� g�orttan a��h� �it�, it�rr�s det����i��c� tha�� �;Qr�r��;ctia� vy�� �t;3�f�;a�ibE�, I� addifi's��, t�u��o str��� �p�cing st�rrcf�rd�, the str��t �o�id r�o� be ��er�d�� tra �VV �1�r�4�r� i��°s�� �t � p�9�t f���h�r e��t, Thv appli��€�t h�� �t�fied that the ��r��� ��a� r�ot propca��d ta ext�r�d t� th� ���� d�� t� th� gc�c��6c�n af�r� o exi�ti�g hc�u�e on th� proper�y �s� th� ���� �f �h� �it�. �'��� �pp�9��€�� h�� r�c�# ��abrno#�ed a�� ��t��t9��e� c�nd�taor�s plar� shc�wing the lo���ic�r� �af �trt�c�ur�s o� and c��-�ifi� f�¢- st�ff�a ��nfs°�n th�� ���t����t. ln addifiion te� ��empting tc� pr�tec��th� s�op� ��� d��ir��c�� are�, $�6� �1�7�I6Gc'�C9`i E1aS I��I���;�f� �I"�����1� �fll°CI�- s�c wil! �r�aksl� a gre�t�;r nurntaer of�ree� tra �� r�f�iP��ei. �,� �i��u�s�d �a��vic��s9y vvithin ihi� r�po�, th� tr�� pl�� dcaes r�c�t �i�ar6� sndic�a2� th� tree� th�� will �a ret�in�d, �a 5tarffi��n �o± c�nfrs�n �hi� f�ct �ith�r. �€�mplia�ce ��ri�h ti�e �r•��ea�s ��r�di�it�ns s�����pro��lq !I4JYN�V6�1'y �i�l in�t�re ih�g a� rr�any tr��� �� pcas�ible �r� refain�d. �m� �}a�a�°��i�ig �a� �dj�a�t�a��� �� t�c� ���nd�rd�s t�� 6�.��r��t�r �E���9 d���rraqi��e tlt�t �h� �S���f�afio�1 �d��r�� irn�a��t� �x���d �9�� pr��lm� ������;� ���t�rc� ����ic�t6��a ����� ��a�dar��. � � ifi th� str�et vv�re exte�d�d to ��IV W��t�r� �r�v� wi�hir� �his ��bd��i�ic�r�, �h� prUp�a��l vdeauld �xc��d ��e � slope r�guirement, r�sult ir� s�ab�t�r�d�rd ��r��t ,pa�i��g ar�d r�su[� i� a�idi�E��ai la��s �+� t���� �e�t fo � meratia�7 th� ofi�nt�al irr� �ct5 �ea th� �xisti�i d�air�� e�v� Th� rca €���d �����4 l� tau� �i61 stil6 rovide � p p � � �'• � P Y P , �° in�ress �,nd �grs�s into tt�� sLAbc�iari�ie�� vi� �VV La�u�t �tr�e�ar�d �r��ac��s fc�r�tr���s �fi�d�q�a�te size ta °°� �n�bl� �rner��n�y vehi�les ��c�s� �e� ti�e ��raper�ies. In �dditic��, f�ta�re �tr��t cs��n�c���an� wil6 pr�vid� � �ap �0 2 �c�ditit�naB point� �r �cc�s�. r�s wali '�� di�c�ssed, �he pr�p��al d��s ��rt �ully �d�-npiy w�fi� � dirn�r��ional s�andard� �or�cc��� �r�d circ�sl��i�r�, h�sw�v�r, �anditiar�v havP b��� r�carrerr�erlded tha#wil9 � insu�� �II #h��� ���nct�rd� are ���is�ed. As c�a�ldition��, grar�t�ng cai ch� vari�nce tQ �Yl�w a �90-taat cul•-d�-s�c v��il1 nrat be detrira�er�t�i tc� tf�� public c�r injur�c��� tc� the right� ofi oth�r prop�r�ies. �r�r��ir�c� �he v�ri�r��� f�r �h� length of th� cul-d�-��c v�a�a6d ��Ec��r tF�� I�ne�tl� i� �� 1�0 f��� Icar�e��r thar� th� d�veis�pm�nt ccsd� �Ilc��s. NOTICE OP�INAL ORD�R NQ.99-02 PC BY ThiE PLANNING GON1�1/ISSIO�! �� �'AGE 20 CF 26 SJB 98-QO'i4/PDR 98-0013N,4R 99-OQOS-V�NTURA E�TAT�,SUBDIVISION �lllc�wing � I�r��th slightly gre�f� �t� fihe s�a�dard d��� n�t io�t��`�r� th� ri�ht� c�f adj�ening prt��erty in �r��+ ev��, ��arrc��r��irrg prr�p��f9�� h�v� the ��elify �o �nti��� to aa�� thelr pre�p�e-�y �s ti�ey ���i•�ntly ��e�#�r te� po��r�t4�ily c�e�a�le�p th� pra��r�6��e �aheth�r o����th� �i�y gr�r�t�th�v��6�r��e. '�9�I[�I��: �e�aus� th� �p�li��r�# h�s ��brnitt�d ev6��nc� fih�t tf�� pc���r�#'sa� imp�ct� o� nat �I�c��i�r� th� �arianc� �xc��d �h� Qrrrip��t� �f ��rrni�irag t��� ���ri����, �r�� ��aat no �dv���� ira�p��� o� p�bl�� gi�'� or prc���rty vv�eil r���alt frof°� �i�� ��p���av�� e�i�fihf� +����s����, �t���rs�� �h��fh� appro�ral cri��ri� h�v� ���� ���i�fi�d. 5����l� �a4��9�1°�Y d:��1���6��: 'T�� ���� ��tiga���ri�� ��p����r�� t��� r��i���d ���� ���ap���3 ��a� �a�� ��'�r�c! th� f�iieaws�� c�������e �tr����a T6gard �ev�l�pr�l�r�t �ad� (�T'��} ��.8°i Q.(�3(3.A.1 �fat�� �h�@ �tr���� within � d���icapr��:�� �r�d s�re�ts ' adja�e�t �halE �e irrtprc�v�d i� �c�r�rd�n�� �ith th� 1'[�� �ta�d�r��. l"�� 1�.��q.0�0.A,.2 stat�s th�t �ny r���v �tr�et ar additian�6 str��;t v�i�th pl�r��ed �� � pQ�i�n af a� �xi��ing �t�e�# shall be dedicat�d �r�d im�rc���:d in �c�o�r���ce �rith �h� �'D�. �°h�s si��; li�� �dj�cen� to �V4' V�r�t�r� �t°€�� �rsd �� at t�� p�-�s�r�t fi�rmi�u� o� �V�+ 9�����t �tr��t. �`JV 70}" Av�r��� i� �I�o loc���d �r th� so�th ca�thi� �it�. �, ���"��etc.�r�� ��itr� �"hi� raadway es c6�ssi�ied �s � ic�cal ��soci�r�t�al �tr�et �� th� �ity of�"igard 1'rar�spcarkatwar� �'!�� ��p. l"h9� r��dvv�y �i�s�i�i���ic�� r�q�ir�;� � �°igh#�s���vv�y ����lU} widt�a �� �� �'��t. �t pr���r��, fiF��;a�� m� ap�d��xima�eiy �� Fe�f af RC�'U�a` �d�ac�r�� to t��i� s�t�, �cc�rda�g �� th� rr�o�# r�uent tax �s���s�r'� r���. �'h�r�#or�, no �c�di�ia��f dedi��tEC�r1� ar� n��€;s�ary �/er�tura Drive i� c�arr��t�y �����d bi.s� s�c�� ��r��te��Gt�d to �t�gQ �ity st�r�c��rd�. !� ord��° far Yhi� �tr�et t�a currert �i�y st�r�d�rd, th€: ap��ic�a�it shaui� cc���ts���t � half-��r��� 6�pr��r�;���ro� �lr��-�g thi� �aad�ay �� a pa�t a�'t�e proje��. T�9s �mpr�v�mer�� e� �c�t.�gh�y p�e�pear�ior�a�� tc� �h� i�np��t fira�� this de�r��lopr���t, a� shoverr� by the ir�pact �r��By�g� vva�hir� f��� �'lanr�ing ��par�r�e�� Se�tica� af thi� ��pc�rt. �E��.�c�a�������� Thes roadvv�o� is �I�a� a I�r,ai resideretial ��re�t v�i�� � ;32-fac�fi c�a�-F�-tc���ur-b ���t§c�r� ��� a 50-fae�t ��'NJ. Tr�� pre�imir�ary pi�r� shows that the �ppldcant vvilS ex��n� thi� s�r��� ir�ficr thi� �roj�ct �� h�9p �rovid� acces� ta th� prapased lofis. Th� �tre�t v��dt{� dit�nen�iar�� vvoll ����h �h� �xis�i�c� width�. �° �leN'7�?th�A���t�e� � Thi� rc�dw�y i� �lso a local ressdt�o�ti�! s����t that h�� �at b�es� f�19y d�dic�t�d ar�d i�pr�a��r� a�p �c� � the �c�uth bca�r�dary c�f th� �it�. �fh� �ap�Rica�t h�� prt��a��� fia crar��trucf �h� porti�r� nfi this r�aacfw�y � �hrot��h �f�� �ite �n a6ignrn��t +�vith t��� �xistir�g R�VV and ir��rov�r�ent� tc� �he saufh. E3ut t�r�ti� �h� -� pro�erties to the sa�th redev�l�op io v�her� RQ�JV a�d str��t imnrov�rrae�t� ��r� b� r�q�ired, th�re �+i�! � �a� a gap k��t�een th� Pxis�ar�� irnprr�v�r�er7ts fs� �E�e sca�th and �h� peopo�ed ���e+ im�r�vem€:�ts. � � �Che ap�iicar�� is propasing fo t�rra�i���� this ro�dw�y �s � c�!-d��s�� ne�r th� ���h �r�d ��th� �i��. � 90-d�gree bend is proposed �ovvard fih� �nd caf �h� �tr��fi �r�d frc�rr� �i��r� to th� �r�c� �z� �h� bulb �h� F�aW a�d p�ved wid�hs wili �ecrease to 46 fee� �nd �� �eet re�pP��iv�ly. ����c�s� thi� ��grr��c�fi c�f Pc�ad�ay wilC or�ly ��rv� � f�v� Ic�t�, the�� wic�th� ar� �cc:�g�f�bl� p�avided �i�e a�plicant inst�iEs "�la Pa�€C's�g" s9gns �n one �ide aF t�i� road�neay �Ic�ng th�t s�grti�er�t. NdTlC�QF FINAL ORDER N0.99-02 PC BY 7HE pIANNING COMMIS51f3P1 PAG�21 C7F 26 SUB y8-0014/P�rR 98-0013/VAR 99-0006-V�NTURA ESTAT�S SUBC?IVISION �'he p�eli�ir��ry �l�n ond�c�t�� # appe�rs �p b� � r�i��� r��di�r� i 7��h �����u� ir� �h� ��rraw�r ���rr���f �r�d in th� c�si��de���c br�E�. I� ►��;� r�ot cl�ar ir� th� �pps's���at'� m�t�ri�i� vvh� th:� i� �h��vr�, ��� �uci� � r���i�n i� s�c�� � �t��d�r� ���t�ar� ir� a pub9ic �fir��t. �ta� cl��� ���f k��li�ate this �edi�r� i� n����sasy �nd �auld 's��r�a�� �ity Pr���r���n�n�� cc��t� sr� th� �'�tc,4r� sf 6d w�r�: �����E��d. `9°h��-�for�, ti�� �p�llc�nt �h��ld nat b� �li�vu�d t� cans�r��t this m�dian ir �he publac ��r��;�d. ifi th�; ���i�f��� t� fh� ��6pd��s�c l�r���h �t�nc��r� as gr�r�tea�, ���r� �h�� ������. ��rn� �'c�r th�� r�advv�y �i�ca�l� k�� "�l�f 7���' F'�a��". Th� v�ri���� re�ue�t wfll h� d����ss�d ¢��x�. ��e�f��a�� �c�r���-������ �.��g��r Tf�� �ppii��r�t h�� ��6<�d for� v�ri�'n�� fc� �i°�� `i�.�1(3.t�30�K), �utli�h �t�t�� fhat � c�€-d�-��� �h�6! r��4 �� lor�g�� t��r-a 2�10 ��e�. T�� appiicar��'� pla� v�+ould r�si.�lt in � ��i��l�tl��c (�V�! 70t" �e��r���) �f �ppr�xima��9y 3�0 ��;�� i� l�r�gth. T�C 1�3.3�'f� prc�vid�� �h� �ri��ri� �'zs� gr���i�� � v��°iar�ce ��ad the f�E�r�nir�c� �lep�rtrr��r�t��rill �ddr�ss thi� issu� ar� gr��t�.r��t�i! in fhe�r�e�fiian ��€�his d�cisi�r�. � Th� ��ogir���ring 4��p�r�m�r�t h�s r�vi��red the �pplic�nt's frsdir�g� ��� vvhy �h� v�rs���� �hs�uld �� �rant�d. T'h� �ppii�a�f �tate� t�at �h� v�ri�nc� �haraid b� �rar�t�d for�he f�liarn�ing r��sc�r�s: 1. �'he �apo�r�ph� in fh� ��rtl�l�o�th dir�;ctec�n is i� exces,' o�` �� °/a, 'a�J�if�Il �/�l�I� �telC� a S$!"E?t��t Vsl4��1 � gr�d� raf�pproxi��tc6y 1�°fo, �her�by ir� vic�l�tion c�t���ty ���r�darc�� �1 a% m�xir�un�gr��i�). 2. Th�r� 9s � ��+bstaa��i�i dr��n�g�w�y �l��� th� r4�rt��rr� k�o��e4�r�, �i�iGi� �h�uicS ncaf b� r�i�t�arbc�«� fio �xt�r�ti a no�th�r�y ct�r���cta�n �fi�VV 74 �v�r�l��. 3. Th�r� �� � "lire�ar ����ic�� c�f 2�°10 pE�� t�pc�gr������ �ppro�irrt�t�sy 16Q f�:et 'sr� I�r�gth runnir�� na�fihJso�th alor�� th�� ��b��ct �it�'� r�ortheast�r�y b��ar�d�ry th�t �r�v�rofi� � le�cai stre�� f�arr� beinq �or���rG�t�d �� a �hr��a�h ��r��t cc��necti��. T'�i� ����gr�ph9� �c�a�st��int, wh��7 com�in�� with fhe �oc��iar� of �h� ex�stir�g r��id�n�� ar� th� �djo€�ir4g p�rcef fio ��� e��t, 01�����o����� � ��sl-d�-��c �i�sic�� fr��-��� p�rpc�sed ����r��i��a �� �i�.� 7t�th e�ar�r�¢��." ��"���e� fr�arrr� � ie#f�r frc�rri th� applicar�t'� �ngir���r, dat�c! ��r�l� �7, 1�93). 4. °�fi�� �uts a�d fi61� near �he ea�fie�r� b�ru��ary vvc�cald r���l� ir� ex����ior� �r�p�ct� �c� th� r���t�r�� draenage ar�a. ° �taff agre�� �vifh t9�e first �vuo point�, b�� w�� is�i#ia!!y I��s agr�e�b�e ��a ��i��s �3 �r�d ��. V1/�ai� the �pplic���'� gr�ding pfar� does indica�e � "dr�in�g�'° adj���r�t fio fihe ���tern bc�urrdar�r c�� t�� �i#� �h�t c#ae� ����ar tca �u�s at� �a r��,�-th�r9y dir�cfi�s�r� �� � c���de caf��pr�xs������ly �."�°lo, ��� ���i�rE� �x��a��ic�� s�� the f�ca! str��t v�c�uit� �� crcr�sing this dr�ir��s.��, r�c�t �o61e��,ri�c� 's�. �n �dd�tic�r�, �8�y� c;�t��tir�g h���� t��� is ���fi Qf thi� sit�, while �ot 5hc�wr� c�� ��e ���ls���o�t'� pi��9 app�:��-� �c� �� IQ�a��d �uch t�tat �� �a�t�rEy e�tension t�fi thi� r��c�v�ay cc��lti b� ali�r��ci ir� s�ch � w�y+ tl7�t �her� �vat�i� s�cat b� a c�an�iict. �taff b�sed this �'in�ir�g �n � reui��nr of �it� a�rial p�otos �r�d �r,pographic rr�aps �hat �6��w th� hou�e � lac�tiae� in reia�in6� fa thi� si��. � �t��€ taik�d �dth th� �r�c�i���r c�� iViarch "4�, �999, �n�! r���i�+�d �ddi�i�a�al wri#��ra i��ormatec�n � �anc��°ning �Q�nt� #;3 �n�i �4 d���e� �i�rch 1 g, �999. if � sfire�t �ru�r� �xt�;nd�d tsawar�9 fi�� ����err� � ���r�dary o� th� �i��, seve�aB �r�mplic��i�n� �nrould r��cur. �'ir�t, f�BP ��'(5SS �IO�f: lilC�"��S�S I�V C�B"�(�� .� �rc�rn �pproxim�t�{y 5°Jo ju�t prior ta �he pr�apo�eci F�uib, t� appr�xim�ta�iy �3°l0 ��ar th� ��st�rr� � baund�ry. VVsth cro�� slr�pes this �xtr�rn�, �h� c�ats �b��v� �r�d fih� �(!s ka�lc�v�r �h� sir��t v�vc��ici be � �xcessive, and i� c�r��r for th� apy�lic�nt to m��� the Tigard �t��c9ards for crc�s� slopes c�t�tside �he � rc��cib�d ar�;a, r���6�iing wall� wduld b� req�ir-�d �r �xt���iv� �p�l�rp� an�i d�onrr��lt�pe gr�d4ng �� mee� minir�ur� c�r�ding �eqt�irerr�er���. Tri��e r��as�,ii°�s �voulc� pr�ciu�e ac�ess ir��� t�e i�ts �k��a�ing the �ir�et. S�eco�id, th� ex��saiv� t�uts �t�d �il� vvould r�;s�l� irt a �ic�rtir�r�r�� distu�°b�nce of t{�� steep�r- slc�ped are� and the �rr�e� v�ithi� �h�t �re�. Th� �pplic�nt woul� lik� tio �vt�id t�uese ir�►p�c#s. ����:c� �pt�t� tfte �Clditit���l i�f�!'m�ti�� �►•tavid�d by the �ppiFt,��it, �nd furkh�r r�view by ���f�, et a� our r���arr�mendafion th�t tl�� variarice �o the c�lsd�-s�c length �fi�r�darc� be gras�t��. iV0710E OF FINAL QRD�R NO.99-02 P�BY 7FIE PLAf�Nl�1G CI�MMISSION F'IaGE 22 QF 26 SUB 98-OQ14/PDR 9t3-0013NAR 99-0006--VER�TURA E57ATES SUB�IVISION Pra����d�'r������ ��r��� �'�� pl�� p��ap���s t��t �.�4� 1�, 1� �r;� �Q be ��rv�d �'r�rv�a prP��te �treet. �°�� ��0�10.0��(�) i�mits �i�� �t�r���r�f O�t� t� �S� ��rrv�� from � private �tr����o � ��s��i nr�i� ��). �'������are, �h� pr��c���c� �9�s� wFi( ���et tl�i� �ta���r�. a�cfiic�n ��.��O.�J�a{�) �i��a �r�d���tr�� �h�t th� a�;�iicar�t �ti�l6 �r���a�� �h� cra�t6r��!�:d ��i����as�ce af priv�t� �fr��t� f�y ��g�b46s�ir�g � hc�r���wr��:rs ��s�a����ian. i# i� r��farrnrr��nd�d fh�t�t�� �ppl@c�nt pi�c� � �t���rr��r�t o� tl�� t��� �f th� �6��i plat �ndi��tin� �h� �rQ�r��� �tr�et wifl �� aaw�e�d �r��1 m�intair��d �,� t�� prc�pe�ti�� th�i wsli �e ��rv�d by i�. I� �r�di�ic�r�, th� �ppii��r�t sh��ld r�cor�+ �c��,�st6�ans, �c��r�n�nts �r�d ���tri�ti�r�� (���€�'s) �Icang �i�� th� #���I pl�t th�t �riii �B�ri�� h�w th� pri��t� pr�p��t�a�n�r� ar� t� r��is�tair� t�� �i•i�a�� �tr�e�. Th��� ��F�R'� �i�ali �� r�rriev��c� �r�� �pprov�� by ���; �i�y pri�r �� a��s�ca��i c�f 1he �i��9 pi�t. Th� �i�y'� �u�aBi� ���r�vern��� s���i�r� �#a�d���d� r���ir� �,ri���� ��r��ts ta h�v� � p�a✓�r�i�a�� �e��is�r� �qu�f tca a �L�b[i� 9o��i ��r��t. °t"h� applic�r�t v�6Pi ����1 tc� ��°csvid� �hi� fiy�� �� pa��r�nent ��r,�iar�. �'���`'���a�a�i�a��r9� �ia�d�s��� �a�c��fi�� �r�gir���ri�g �ubmi��d �;traffic ar�aly�i� i��t�r, ����d �ct����° ��, �995, whgc� addres��� t��� �arcaje�t imp�cf� onto the adj�cent str��t �ysferr�. �he ��tfi�r s#at�� t�a� �has �i�e vviR c��e��rat� �pp9-rsxirn���l� '�6 r��v� trips dtaring �he �6V� ��ak hc�ur as�c� �ppr�xirr�at��� �2 trig�� d�r'sng �h�; F'i�3 peak hc��sr. Th��� trip� wiE4 b� ��4it ddr���'sc�r�aliy �r�� �he nPt imp��� �o �V�' 72 `� �vsnu� d�ri�g ti7e �a� ��ak hour uvill b� �}a�rcaxir��tely �3%, �r�� �h� ir�pa�fi t� ��/ Lo��a�t �tr��t v✓e�f af �°�`V 72"d �av�r�ua d�rin� the ��/! �e��C h�ur wPll �e appre�xirr�at�ly �%. �uri�� �h� PI� ��ak haa�r, tF�� i�rr���t ��If b� ��pr�xim�t�iy 3°/Q an �111�17�"d 1�v�r��a� a�d apprGx��at��y �°Io r�� �°�l Lc�c�a�t �tr�ef �s�st sao SV!/ �'2nd �v����. �'ha�s� ir�p�c�s �r� �rr�all ��� ��r�ii fik�ly n�t be r�o�i��d k�� t�rier�r� �� t��� �r��. °�h�r�fc�r�, �a �ddition�l c�fif�i�e tra�� mi�6g�tior� a� r���e�s�ry. �/���re Thi� a9t� wilf b� serv�d t�rorn ah� T���I�ti�� �/�19�y �l�J�ter a's�ts°E�fi (�TOi�V/�lj. Th�r� arc� �x��t9ng �ate� 4ir��s in �V�l V�r�fiura �riv�, �W 7'�t" A��n�e and a�IV Loc�st �t�°��t. T�h� �pplicant'� plar�� �hr�vu th�� �h��� existir�c� v�at�r le��� wiii b� �;x�Er�c��d (ioap�d) fih�ns��h the si�e. `f"h� ��rpii��n� �v�E� ree�d to rat�t�ic� pl�r� apprc�v�l �rorrs TV�+/C�, �s � p�r� caf��� �ify's r��ie� ofi th� ��blic ir���•av��n�r�t �ai�s��. �����ar� ��w�r� Th�re is an �;;i�t'sng �3-i��h p��iic ��nit��°y �e�c�r lin� in S�lf 70t" �,�r�ri�a� th�t �xt�nd� ���th�rly th��ugh fil�is site fo �W �/�t�t�r� �rive �r�d b�yc��d. �'h� �pplic�r��'� �r��ir�ir��ry �.el��y pf�ra �hc�vv� th�t fhis lin� will be ��s�d t� ��rve a4f �fi�he lo�� ir� thi� �i�e. T'h� pl�� �hr��� � �hca� �xx�r��isar� ��� �t��ig� s�wer Eine i� �V�!�`�`ifiura �ri�e to ��rv� � ��vv �f fih� ��atneriy Ic���. Th� pl�r� p�-r�,�z�ses a p�bl'sc �e�✓�r �xt�r�s€�r� �rc��a S4�f 70th �4v�rau� e��t�rl� b�t�v��n t�+ic� b�c�s�k� a� lat�. °�y�ic�il�9 �h� Ci�y �vo6d� I����sr�g p�abEic; li��� ir� ba�k or �i�� y�rd� ��c���� c�f��� �ii�c�l�y ir� �cc�s���ig th� I�s��s in �;as� o� � �r��k�c��. Th'sv se�nrer- li�� va��alc� s�s�ly b� �pp�t��ci�rtt���iy 3QQ f�;�t sr� iength, i�QVVev�r, whi�h could be ��sily �le�r��d �vith �he �ity'� ��w�r cl��nir�g �qtai�rne�t frorr� t�� r�an�i�i� ir� �W 7at�' ���n�a�. Ti�e�� i� sti!! � co�c;�rr� �k�s�t �hi� �i�e �c��ld b� ��ir��r�bi� to �r��k�g� �ue tc� f�stur� f�r�c;e �a��tructic�r� �Ic�r�c� the �camr��c�n pra��rty 9�n� a� oth�r ex��va�ic�r�� t�pic�l ire b�c6r �ards n� ��ng6e-f�mil�O d��ilir�qs. P�c��rev�r, ti�� �ety cca�ald ��c��� � �i�� ir� �hi� Ic��a#ir�n a� i� vv�r� ean�fructed �fi eifhcr �'�'�' ��90Q ar d�actile °sra�r� �aip�. �'h�s� tt+�vvc� pip� ��t�ri�l� �rn ve� ��rc�r�� �nd �° eivoulc� be �s��r��ially "bull�t proofi" �gair��� �x��v�fii�a�� in fhe ��Gk ��rds. T���e�'or�, the �a�� w��id � have li�tl� w�rr� �bc��st �utur� breaE�ag�. �t�ff r�cc�rra���d� #h� ��a���r lir�e i����i�� �� ap�rc�v�� � provicie� the �ppiicar�� c�r�str�ct �6�is �ir�� o��i�h�r PV� (;-90Q �r d��tal� ir��i pip�. � , .,� ����r�t �r������: � � The storr� w�t�r �rc���n t��is site vlrill be c�ar�v�yed t� �he �c�r������ cz�r�er of th� 5it� wrh�r� it �slP b� �� trea�sd and r�i�ased ir�to � nat�rai dr�in�c�� ci7a���el th�t G�°t�s��s a'J�/ 1lenfitara Drive. T�� ���lic�r�t � � �ubrrri�fied � doinrr��fr�am �n�iysis �hat i�dic�xe� that �h�r�; sh��ld not be �egativ� impac�s ta th� ' dc�wr�s�rearr� syst�m �rom the additRC�n�I �torm water fror� �his sit�. I��vvever, th� �ifiy �nc� lJa� r�cef�tly �crnp6�#�d a �nasin �tu�y �f F�r�r�� �r��k. � re�ulting #indi�� of th�t �tudy ir�dicat�d �hat �Il d��r�lapm���s within th� City r���ast �a�r �royid� c�e��it� det�nti�n f�ciliti�s. Therpfore, th� ap�laG�r�t will be requir�d tra provide �n or�sit� d�t�r��is�� fac�lity in addit�on fia fihe pr�pt�sed water q�alifi�facili#y. NOTICE Of�FINAL ORDEF2 NO.��J-02 PC BY 7H�!'LANNING CO(NNiISS1C3(J � PR�E 23 f�F 26 SUCi 98-0014/PDR 98••0013/VAR 99-0006-VEN7URA��TA7�S SU6DIVI5lOtJ �� Th� �pplic��t'� �9an ir�c�i�ates �vv �t��m Bi�� �� �� �xdended i� � o��a�� �tr��� fP�r���h th� sit�. �-I�sw���r, #h� E�s�� s� s��4v� tc� st�p �ht�r� e�f fh�� �as��r� ba��d�ry. Sir��� ifi i� ��akr�o�vr� ����tEy ��� th� s�r��� �i9i �� �xt�r�d�d in th� f�tu�� ar�s� the n���ds f�r �t�arr� drair���� �a� tl�� �dj�c�n� prc�perty, �h� �ppli��rtt �hc��ld ��t�r�d #h� pub�i� Bir�� t� tt�e �a�#�r� bc��r�dary (�'D� 1�.�3�4.'�Oa�. �'�t� �pp9d����'� �a�n d+��s r�c�� �t�c�vv hc�w L��� 'i� #h��rugh 16 v�rifi b� a���a�ri�o�d�t�� vvit� ��orz� �e�ir��ge f��i{i�@��. ���� �rc��afd a�s�me iha# �in�� �h� ��piic�ro� m� pr��a�inr� �� ex�er�c� � p�ab69c ��r�it�r�+ s��u�e 16n� �is�raa ��ae �r�r��err� b��nd�ry e�fi �h�ve i�ts, ���r� � s�orr� li�� v�o�ald �al�ra b� ���€�o�re�t�. � ��arrrt dr�ir��g� li�e ��rving th��� �our Ic�t� wc��l� r�c�� ���d t� be � publi� #ine, but co�@d r�m�9r� � priv��� �a�ility fir b� c��r��d �nd rn�ir�t�ii��d by fhe owre��� raf Lo�� 13 thror�g� 16. Sfi�� vv��Ed r�cor�r���r�d �h�t �t�� �p�i`s��n4 b� r��uir�d tc� ��r���r��t tl�s� lin�: �f �ither PVC �-9Q(3 �r �i��#ile i�c��� pip�, t� ��asd �u�ur� prc�k�6��� �� v�v�� men�i�+��� ir� �h� ���ibar� ��vr�r sectian af t�is r�p�r�. ��orrra 1l�a'��r G��a�ii4�: �6�� Gi�:y h�s �gre�d to �r�fQre� ��rf��� i�i��er �B�r����r��r�� (��V�) regul�ti�ns �stablish�d by th� 1�nifi�d ��w�ra�� �Ot�e��iGf ��..�r'°,�'A} ���Igf� e�tl� C:(�sf���CU��1�7i� S��C1f��B'CIS (ad�pted b� Re�oBe��6c�r� �nd C9rder l�a. ��-�4� �hic� �equir� the c�r��t��cfi�ri c�� on-�i�� r�rat�r c���lity f��ilities. Th� facilitie� shaE! b� c���igr��d #� r�mc�v� 65 per��nt c�f th� phc��phc���s co��fi�eraed is� 1Qt� p�rc�nt of th� �tc�r�r water rur��ff g�:r��raf��l �'rc�m r��vvly cr��t�e� irnpervieaus s�rfiac��. in �c�difia�, � rri�ir�t�nar�c� plar� shail b� �u�r��t�ec! or�c�9��tin� 4F�� �r�q��ney a�d m�thr�ci #o b�.�sed in k��pi�� fi3�� fa�elity mainfi�or��r� thrc��c�h �h� y�ar. €�rEC�� �a� �ca��tr���fii��, tk��; appli����t ��O�II ��bra�pt p��s�� �ancl c�lc;ui�tdc�r�� f�r a w���r quai�ty gc�C9I!'�� ��icl� ViViII I"�'EE'���E"�� IPI�t�Cll (75$�fG U '�'..a^F� CE��it��l �$r"i,f'��s�P'd�. In �d�mtic�r�, t�t� ���ali��nfi sh�ii s�bmit � ma@n��r�a�ce �lar� fQr t�e ��cility th�t mc��� b� r�vie�✓�� �r�d a��rs�v�c� by th� Ci�y pric�r tp c���firuetECan. As va�� �t�t�d pr�vic����y, tY�� ��pQica�t i� prt�posih� fio provid� � ��get��t�� �w�1� a� tF�� rac��th�e�t ccars��r c�� the �i��. Th� �pplac�n� shaii pr�vid� a ma�nt��ance ac���� r�ac� to t��; ��r,iiify �nd ar�y dr�i��g� st����r�� �avi�hi� th���ci6����� ��c�rr►����t� �ity rn�ir���n�����a�hicl��a l°h� acc��� r�ac� �h�9{ b� p�v�d �nd � rra�in�mur� �af 15 f�;�t vvid�. f�s�is�r to th� City �cc��afin� ��is f�cil��� �s � ps�bc�c��cil�fiyy the €��v�lcsp�r �h��l r�ainf�ar� 9t fear� s�€r�ir�e�ar� �� �hr�� ye�r� af��r� ��ar�str�ctir�n is ��rrepl���d. �f€�e pc��st� ���19 k�� pi�ced ir� � fr��� ��d ��r���y�c� t� t�-�� �ity �r� t�s� fiina! �I�,�. Th�� de�e�t�p�r wiff k�� r�a�air�s� tca ��abmi� �����I rPpar�� f� �h� �it� �vhi�h. �hc�w �uh�t ��in�er��n�� op�r�ticar�s wer� condu�t�d can th� f�ciist�� �c�r �h�� y�ar. �r�s;� the thr��-y��r ��aint�nance r�rir�� i� ��rnpf�t�d, th� ��ty w�s�i ir������ fih� �acilif� �nd rn�ke s��t� ��'��-�y �ra�l�r�� fiha�t h�er� �riser� at�d rec�ui�� fih�m t�a be r�salv�d �i�fc�r� �he �i�y �Niil take �v�r m�int�r����� r�fi t�� facifity. !n ac�e�ifi's�s°�, th+� ���y �nris� r�pt t�k� wver �ea'sr�t�r��r�c� e�f t9�� ��cil�ty u�le�� �n p�r����� �f�h� l��ad���pir�g i� �;�fi��li�h�d a�d ���It9�y. 6f a� �ny tsrn� c�z��ir�� �h� ��int�n�r��� ��rirsd, �he l��d��a�o�s.,� ��ll� b�lca�r �h� 80 perc�nt 9�vei, the �€;v�l�ape� shal6 srr��raedi�t��y r�in�tai� ai9 �i�fie�e�t �i�r�tir�r� at �he s°���� �p�rapri�t� pl��tir�g c�p�ac�rk�n�fy. (�r�c���g ��� ���sa�s� �c�����le 1��� [���i�n ar�d ��n�tru��ira�a at�nd��d� �Y�c� r�g�l�tes er�osi�n �oratra! tQ r�d�a�� fihe �rr�c��an# af �, s�dirr��nt a�d c�t�c�� pola�tar�t� r�aching th� p��li� st��� and st�rfa�e ���er sy�t�m rc�s�al�i�� fs-orn � d�v�lc�prr����, G�415$E"L!C$9�i�, gradin�, �xca��tir�g, clear�ng, �nd a�y other �ctivify� ',Al�iGFl acc�;E�r�t€;� � �i'QSl�CI. �'�r ��� i"��L9���IC?Cia, ��1G a�7�7IIC�C1� i� E'e(�l!lff�'CI �O �U�?C111� 2P1 �P(JaIOCI Ct34�$f�I �I�t3 �C)C �i�y � re�i��v ar�d �ppreav�l �ric�r fi�a is���r�c� af���y pe�r�i�s. � T'h� Feder�! �l��n 1l\//ater �ct r�;q�ir�� #h�t a P�a�isar��! 6�c�i9�t�nt �ia�haeg� �iir�in�ti�� �y�t�€�a � (f�P���) �rosic�r� c4ntrc�l p�rmi��� i���a�� f�r ar�g� dev�iopr�ent th�t v�s�l distu�°b fiv� car a�c�r� a�re� of � lanci. Sir�ce tt�a� sit� i� av�r fu� aGres, bh� d�v�lop�r vvill b� r�quir�d tr� obt�in �r� N�'[��S p�rrnit frr�m the �ify prior to �or��tru�tion. This pe�m�t will be i�s�ed alnng with th� �it� ar�c�/car ��ildir�g p�r�nit. The �pplicant'� design enc�in�er�vi91 �e r�q�ired i� prepare a fin�! ��-adinr� plan �'o�� rer�iew �r�d �pprov�l. Th� pl�n s�i�9i detail t�� prc�visi�rl� fi��°��ar-��r�; dr�ir�age Qf the tl�ts fih�� �r� to �e "pacl°' gr�d�d tsa insur� �ha� t�� drair�age is ciir�ct�d t� th� str��t �r� p��iic f��iii�apprcav�d by th� �r��e��ari�g D�p���rn�nt. P� soils r�p�a� �h�ll �e prc��ri��d d�t�iling �h� s�ai �o�p�ct��r� r�quirer��r�t� �on�ist�;r�t with �D�� r�c�uirP��r�t� nf Appendix G�apter 33 of the Undform �uilciing �od� (U'��)o NtaTIC�OF FINAL U�L7�R�10.99-02 PC BY THE PLANNIN�CO�/IfVIIaSI(3N�� PF�GE 24 l"aF�6 SUCi 98-0014/PDR 98-0013/VAR 99-OOOfi-VEN7Uf-LQ ESTATES SUgDIV1510N T4�� �ppii�a�� �ai6 �l�� b� r�q #ra prc��id� � g�c�t��hr�i��i r����t, r �p��ndi�c �ha�t�r 33 �fi fh� �3��; f�r tF�� pro�����! g��di¢�g �I�p� �car������i��,. °fh� r���r������fi�sa�ot th� r��r� v��lf ne�:d �o b� I��carpc�ra�e� is�tr� th� f��i �r�+dsr�� �a4�� ��� � fn�i ���tr�a�ti�r� �a�p�r�i�i�r. r��s�rt s���� �� fil�d wit� tt�� ���gir���rir�� �����t�ra�;�� �ri�r �� i����r��� o� b�ild9�g p�rc�it�. 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Fe�� p���t�ls �v�th�r� �t�� �1��, �� a�dr���ea�gA f�� ir� t�� �r���ar�� �f �30 ��r �ddr��s �h��l �� �������e�. �"@�i� ��� �h�9� b� p�ie� �ca Y�� �ity p�6�r ta �pprc�val o� th� �n�l pl�t. ��r t�°oi� pr�j���� $E7� �dc�����ir�c� ��� �ali b� �6�� ��� fe�t� 3� �30/�ddr��;� � �6���, �l9�i�I�G: f3���d �r� tk�� ���r�rr���A�n pre�vid�d fr��rr� �r�g'sr���r�e�c�, th� �pp��c�n�'� �8a� de��� r�at fuB�y cornp�y ���h �!� �� th� �ar��� �r�� l��ility Barspr��a�°s��a� ������rd�. 4f �;h� app�ic��� ��m�l's�� with th� �c��di�i�►r�� 10 thr�ugh 37 �p��i�a�� �t th� ����r�nir�g c�f �h@� re�cs��, �h�n ��aff�a� d�t�r��r�� #h�t th� ���r�d�rd� h��� ���r� r��t. 0 �� .����������� '� �� 3°�� Ts��rd F��O��� ����r��a��� h�� r�a�i��+�d �hi� �r�ap�a��l a�d �ff'�red n� ��amrr��ra�� �r�����ti�r��. T'�� Y°i���°d ����d�r�q ���i���� s��� r�v����d ��i� �r�+����! �nd h�� off���� �h� �ni��wir�g ���r�es�ts: (�} �c� F�rke�r� �ig�� ��i� ��rb ����i��s csr� �r�� �s�� �������� ���� �h�� ;�6 ����; �2} fir� fir�a�k, ������ �� �ithi� 1��J f��� �f r���t r�r��at� ����rg�r���ls ����iid���� �r� 8c�i� 7, �, �, �0 �r�d 17; `3} �'r�avid� cui-d�� s�� ��i�h turr�ing ra�i�a� i��id� �fi �� �'e�t �n� �a�fi�ic6� r�g 4�S f��t 41J�� 9�2,2,2.3); (�) �r�vide fi�re �cc��� raad ��� ro�t l�s� th�n �(� ����t �v6d� (�,BF� 9Q2.��1)� 6�� �'rc��id� �'�r� hyde��at �� �h� �c�rn�r c�� �i°��� a� �nd �VV� L����t �r�d �����y �aa �h�a ������� l���� d���� �r�� �,���a��; ��� prs��rid� �t�a��a dr�ir� I�t�raa �y�ter� �ca Ic�t a 5, 1�, ��, 1�, �, 3 ,4 ��d �. 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H ' 3. ��brs�ifi � �r�� r���c�v�! pl�� �h�� �I��rly shraw� �h� �►�r�b�r �r�d Ic���te�� s�f �xi�ts�� ����� ��c� �r��� �r�gao�ed �t� �� �err���✓��. I���� ra�r�b�� ��tr�;�� prt��ca��d t� b� ��mt�ve� �xc�ed� 25�/�, �1�� appE�c��t rr��a�t ��abmit � tr�� rr�i8i���ior� �6�r� �� �� �ppraved by th� 6�B�r�nir�g l�evi�6or�. �taf� con�a�;t: J�alu� S��jduk, 4�l�nni�g �i°�e�ior�. � 4. �����it � r€;ui��d pi�� ���fi ��avv� ��� ir��ide �nd �u�5ide r�da�� ��r �h� cui--d���a� �il@ �e e� a��ord�n�� �i�h t}1� 1"u�f��e� �/�il�y Fir� � R�s�a�� ���r���rd�. �$��F �,�r�����: JuIB� F-lajduk, �ia�nir�g L�ivisic��. ' 5. �t��mst � pl�n th�� �ht�vvs h��erv ��ch ind�vid��i Ic�� ��n �a� lar���c���d �� €n��r� th�t ti�� �c�t�l 2�% �and�caping r�;qcssrerr���t w611 b� s�tis�seci. �fi��f c�r7����: ��sii� �a��c��C, Pi�r�r�irsg l�i�i�ic��. �. ��a�a�it cc��#irmatior� �rc�� 1�f��hir�gie�� �rau�,ty �l��t th� pr�p�►s�d s��divi��e�� r���e i5 r�e�� d�plzc�#iv� or �ubmit c�r�f4rrnatic�n r��' a revis��i s�a�c�ivis9o� r�a�� appr�a�o�d by �:�a�h�ngfia�� ���i�ty. �taff cont�cfi: Juls� �1�jd�ak, F'f�nni�?c� Div's���r�. 7. ��sbmot � det�i! o�F �h� propc��c�a ��de��ri�� �r�ra���fii�s� �� �.�. V�ratcar� �rf�a� t� �h€��� F��� �# L�� �� ��e���d ���hflut Qr�°sp���i�� �h� c�r�ir��ge ����. �� 'st �� r�c�t ����i��� ts� ����r�d � ��c����r�i�� ce�r��ecti�n i� th�� �r�� v�it���t �� o�����, �h� ��pli��rs� r��s�� �t���r � p�d���rs�r� ��s�r��ctior� t����nre�n le�t� 7and � aro fh� �ir��9 pfat. �t�� cantac�: Juli� �a�d�sk, ���n��enr� C�ivisic�n. �. €��vFSe the pi�'r sa tha� �li fr�s�#�g�� wi6! hav� 2� ���t �af fr������ c�r� a p�blQ� �r pri����� str��#. � �ta�contaet: Juli� Ha�duk, �'I�nr�sng (��partm�r��. � � �' 9. ��ab�it },c�r��irmation from �ivi�irar� o# �t�t� L_��d� �r�d l�� �,��y� �arp t�� ��gir���r� thafi r�o , � ��rmit� �r� r�quired if th�r� i� ang� �it�r��ec�r�, ic��i�adi�g grac�sn�, wi�hir� #&�� dr�i��g� �r�a c�r t8�� °'� 2�-fioQt k�faf�er. �taff cc�n�act: Ji�li� h�ajduk, ��nr�ir�g Qi�✓�siora. � � � 10. Praor te ��pr�v�l of fih� fi��l p6�t, � pubiic ir�prcv�r���f ��r�it a�d ��s��iiar��� �c�r����n� �� req�sir��f �'e�r thi� �r�j�c�. �i� �6) ��is c��de�ailed p�bPec ir�pr�v�a���t plGs�� ��s� �r��6e cc�r���r�et�e�� cira�Nir�c,�.s sh�ll be �ub�i�te� �or pr�lrminary r�vi€�w tt��he ���ir���rir�g C7�p�r�rr��nt. ��1C�Tl�: t��;��: �ians ar� 9r� ati r� �a angr drawing� r�q��r�d by the �t�ildi�q D'svi�ac�n a�d sho�ld ��6y ir7ci�d� �heets �°efeva�fi ta p��li� im�rc��err�er�ts. �ubi�� �mpr�v�menfi plar�s sh�ll ���'c�rm t� ��fi�a���"ig�rd P'ubii� Im�rovem�r9t l�esigr� �fiand�rd�, v�hich �re �i��il�bl� �t �ity i���9. 4/1919�J PUBL.IC H�ARlNG-�TAFr�ZEPORT TO i I�E PLANNIf`1G CQMMISSIQN � PAGE 2 OF 27 SU�98-0014/PL�R 98-G013NARy9-0006-VE�JTURP,ESl"ATE:i SUB�IVISI��+J ��. �� � ��r��fi�h� p�ebBi� ir�prc��+�r��n� pl�ro ��brr�at��l, th� �r�gin�cring C►������r�� �h��! �� ���rvid�d ���h �l�� �,� i���1 r��me, a��c����� ��d t���pho�� r��arrib�r �f t�� ir�s�m��duai or ��a�pr�r��� ���ity ��a�ill �ae r��pcar��eb�e�ea���c��utir�g the c�mpiia��� �gr���e�g �9f��� i� required� �nd p�vidit�� ' #i��: f��r�c��l ����r���� �'s��° �h�: ��bii� irr�prc�v�rrr��nt�. 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T6�� applic�rit ��a16 �rc��@d� "N� �'�rki�g° �i�ros +�r� �e�� �idc� �� �1tV �'0�' a��r��u� (�'I���) �I��g �h� � segr�enfi vvh�r��h� c�rb-tc�m��rt�width i� c�n!y��t���. � � 1�. I� th� v��ianc� fia t�e cul-d�-�ac I�ng�� st�r�d�rd i� gr��t�d, th� �g�pfs��n� sh�ll r���rs� t�e � no�th/sc�uth �ul-d����� "��V 70�" �ia��'°. � � 17, The �p�li�rant wilf r�at b� �9��+r�cd fa �or�str��t a r�i��d rr�edi��/i���r�c7 ir� �V1/ �Ot`' �v�r��� (f�f�c��, , � �� shovvr� �r� the preRirr�k��ry p��n. � 18. Full-w;dth �treet ir��rov�rri��ts, �recludir�g tr�f�c con#rc�i ci��si���, r�n�ilbox c9u�t�rs, �ncr�t� �ad�u��lk�, driv��ea� apr�r��, ��r�►s, asphalti� ��ar��r�t� p�v�����, ���i��,r s���r�, �t�rrn drai�ag�, str�e�lic�h��, ar��i �nd�;r�rr��a�d �tEliti�� �h�1! b� ���t�if�� witt�s� t�� ir���ri�� �ubdi�i�ian str����. irnpr�v�rr�ent� �f1�Ei �e� d�e�igre�d �nd cc�r�s�r����d t�s ic���l �tr��fi�fia�d�rd�. 4/99/99 f'U6LIC HEA.RING-�TAFF REPQRT TO THE PL/�NNIfVG COMMISSION �� PA��3 UF 27 SU6 9&0014/PDR 99-OQ93/V�0{299-OOQS�VEPlTURA ESTATES SUE�GiVi slOtV _ _----------- _--------- - —.____-----_ ,� '13. �"i�� a��Ei��r�t sh�l! c��s �tat�m�nt tra �� pi�L�d ar� �he �n� at ta indi��Y� that#h� prc�p�s�d pt°iv��� ��r��t ��10 b� j�6r�tly ��vvr��d ar�d m�i�tai��d by th� �ri���t� �rc�pec�y �v�n��� uvhe� �b�at ��c� @�k� �c���� fr�arr� it. 20. Prio�° to �pprov�l nf the fn�l pD��, th� �pp9i�n# sl��l! pr�p�r� �or��ition�, Ce�ver��r��� and �e�trrcti�r�� (��&�'s) fir�r ths� �rnj��t, t� �� r���rd�� wit� �h� fi�al �lat, th�t cl�arly lay� aut � m�int�nar�c� pl�n and �gre�menf�'c�r��� prrap���d �ariv�t� �tr��t. T�i� ���F�'s �h�ll �abli��t� ��: �!'av�t� prc�p��#y ��vs1�;r� �rvithin te�►� �u�di�ri�i�� �c� cr��f� � 6�€���o�u'���''� ����Ci��it�� t� �����'� re��l�t�on m�' rr�ai�ter��nce f�r th� ��r��t. T�e �ppli�r�� ���i6 �t�brni� � ��p� ��th� �;���'� tr� the �r�q�neerir�g C��paskmer�t (E�ri�n R�r��r) priar to �ppro�r�l o$'�he fin�9 p{�t. , 2 i. 1°he p���m�nt and ro�k ��ctic�n e�f th� pr��as�d priv�t� �tr��� �h�€I! �n��t th� �i4y°� p�tbii� ��r��t ��tar��d���c;i fcar� Ic���i r��id��fii�! �tr�et. �2. `i�h� �ppiic�nt sh�l� a�t��n a permit �`��m�t�i� T�a�i�tin V�EI��r V�Jat�r C�Q��ri�# (1�V�3} f�r �f Ac� p�c��osed p�blic w�ter�c�o•k prinr to is�u��c� o�#he �ity'� ���bl'sc irnpr�vement psrrnit. 2�. ?'h� appli��r�t �f��ll cc�n�truct the p�blic �ar�itary s�w�r lir�� pr�pQ�Pd �iora� th� ns�rth b��and�ri�� of LotS 13 through 1� of �ither �'VC C�9Q0 c�r ductile ir��� �pp�. l� rnar+h�aie �hal! be provi�i�r� �t th� �r�d c��this pi��; rur� as sh�wn on fi�� pr�iii�ir�ary pl�ra. 2�. `�he a�ipfic�nfi s�ai! �xt�nd the pr�pos�d st�arm clr�ir��.g� lir�e in �VV Lor��t sfr��t ta �i�� �a�tern bo�ar�dary o�F�F�e �itt�. 25. �'h� ap�lic�nt �ha91 c�n��r��t a priv�t� sgarr� dr��nag�; lira� �9���g $h� r�c►rthern t�a�and�ri�� �� Lc��� � 13 �hra��t� �6. This li�� sh�ll b� ��n�� �i7d �laint�ai��d k��t��� �w��rs of Lots �3 t���ugh �� �s��i �haPl b� co�s��-uc�er� ra�F eitFi�r P`VG �-�Oa car��a��ilP er�r� pig��. �6. �"h�: a��lic�nt shali prt�vic�e an o�-�ifi� �e��nti�� fa�ility, d��i���d f� meet �E�� lJ�'s�ed ��w�c�� �,s-�ency ���6g� ar�d �c��st�a�;�iao� Standarc��. A fii�a�@ d��i�r� ��d ��I��la�ic�n package shaE! b� ��sb�rai��d ta tre ��gineerir�g p�parfim�ret a� � p��t o�th� p�blic irryprov�rraer�� pl�� r���i�r�. 27. F�in�i ��sag�a pla�� �s�c� �alc�ia�ic�r�s for th� prapa��d ptabl4��v�fi�r c�t��3ity f��el@ty�t���9 k�� ��k�r�a�"��ed ec�t�� En�i�e�rirr� �ep�rtrrn�r�t (��i�n �.ar�,er) �� � p�r������ p�a�fi� ir��rc�v����er�t y�i�€��. 4��iud�d with the� pi��s shall �ie a prcapo�ed l�nd����� �ian �c� �� �p��-�ved �y ths �ity �r�gi�e�r. T'�� prc���s�d fa�iEi�y �hali be d�dic�t�d i�� a ��ract �r� th� City �� "�'i��rd �n fp�� fin�l pla�. As � part o� the irn�rov�rn�n� p�ar�� sub�nittal, fih� �pplic�nt �hal! �ubrni� �r� C�p�rati�ns and �aint�rro�n�� �1lanua! for the praposed facility fo� approval by the f�ainte���c� �erNice� L�irecfiora Th� facifity � �h�ll be m�intain�� by th� ����fnper f�r a �hr��-y�ar p�rir�d �rc��,-� �h� ��r��i4iar��l ��r�pt�nc�; �� � �he pdablic improverr��r�ts. P, writ�e� �v�luation caf �he e���ra�i�n ared rnair�ter��nc� sh�!! �e � sut�milted �nd apprc�ved pric�r tc� ac���tar�c� for r�a�retet�ar�r.�; by �he �i$y. ��c� tf�e �hr��-��a�r � maint�nanc� period E� cor�pi�fi�d, t�i� �:ity vviil ir�s�ecfi th� f�cilit� af�� ma�Ce �r�fie of �n� � probi�rris tha� h�ve arisen and req�air� th�m �c� b� resol��d b�f�re �h� �it� �sll tak� av�r � m����enar�c� �f the facility. In additic�n, �h� �i�y wii! r�o� t�4s� ov�:r mair�ter�as�c� c�f th� f�cili�y � unl�ss 80 ��rcent of fih� landscaping is �stablasi��d a�d tlealthy. if at any tim� d�rir�g th� � � maint�na�c� p�riod, th� land�caping falls b�law fih� 8t? �er��r�f i�vel, �h� ei�v�9c�per �hali immEdia�tely reinst�!! �il deficie�t pl�nting at th� next �pprapriat� planting opport�anit�eo 28. The ap�li��nt sh�ll pro�Jide � mair�ten�s�ce acc�s� r��c3 �c� the facilaty ��d ��y dr�in�g� �tru�tur�� w9thir� the facifi�y to accornmodate C`ty ��air���n�ncs vehici�s. Th�e �cc��� r�ad �hail �e p�ved and a minim�m �f 15 fe�#wide. 4l1�/99 PUSLIG HEARING-Sl"AFF REPORT 70 THE F'LANNIRIG CQMk11S�lOtJ F'AG�4 OF 27 SUf3 98-0014/PDFt 98-0013NAR99-0006-VEh1TUF2A ESTA7ES SUBDIVISION -- - .s,����.�,- _ ��. �r� �rc����ar� ��r�trmi p6�� �h�d� b� �s°��i�'�d �� p�rY c�f the p��li� or�presv�rra�nt dr��rongs. Th� pi��a �h�ll c.�nforrn to '°Ero�ian �r���r�teon �nd ��dir��n� �r�nt��! �I�n� m �'��hr�ic�! ��id�n�� H�ndbc�ok, F�br�u�r°y �994.,� �0. �, fr��l gr�dit�� p6�n �h�69 b� s�br�st��c� shac�ing t�ae �x9�tin� �r�d �rc�pc���� c,�r�#o�r�. T'h� plan ��a6� d�t�i! �h� pre�visdarr� for�urf��� dr�on�g� raf th� la�s, �nd �hc��v that th�y wiil be "°p�d'° �r�d�d t�a in��ar��9���the �r�s��g� i� dar�c��� ���h� ��r��et�r•� �ublse fa�i�i2y ��preav�d by�fh�: �a�gi��:�rir�� �?�;p�r�s��r��. ,� �c�4�s rep�r� �h�i{ b� p�ov�d�d �et�iBir�g �h� �c�il corr�p���ir�ra r�q�ir�rn���� car��i�te��wi�� �h� r�qtairem��ts af�4pp���i� Ch�pt�r 33 af�h� �1r�9fca�rr� ��ai�di�� ��d� ��1��}. 3�i. �'��; �pplic�r�f sh��! provid� a ���fi�c�r�ic�! r�p�art, p�r �pp�ndi� �i��p��r 3� c�fi fli� 1���, ffcar th� propo��d gradir�g �In�e ccsn�tr�cfiica�. Th� r�cc�rr�m�r�datic�n� caf �h� repe�rt s�a8! b� i�c�r�arat�d ir�t� th� fina9 �radir�g piar?. � fi��f c�an�fiructirsn ��ap�r�r6�iar� r•�po� s9��ll b� fifed v�ith th� ��rgir���rirrc� ��paa�rr��r���sric�r fi� is�uarn:,e ��b�ifding p�rmi��. �2. �"��� �ppli���t sh��l �btair� a �.�Q.�-� ��ra�r�.l P�rmi� i�su�d by�h� City afi Tigar� po�r�uant to OF�� 4•��.7�0 ar�d the Fed�era! �Eear� �li�t�r Act. ��. `�'h� ���sir�n �r�gir���� shali in�ic��e car� th� gr°�dinr� �9a�o ��i�ich @c�ts �nriii have r���ur�6 sl�pe� b�fiEV��n 1�3% ��d 20%, �,s �r�41 �s iat� th�t vviii hav� n���a�al �Ir�}��s ir� �xc�s� c�t 2t?ni'o. �"�is ir��ar�atio€� v�tPl6 �a� r�ec�s�a�y ir� d�t�r�i�ir�� 9f sp€�ci�l �r��iir�c� �r�s�a��tiaras aa�d/�r permi�s will b� n��es��ry ar�her� th� Ic�i� ��v�6o,�. 34. �6r��! F'la�Applicat�ot� �u�rr����ie�r� �t�qa�ir�r��r�#�: �. Su��if far �i�y revi�w �hr�� p���r copi�s o�� fih� �r�1 �ia� �rep�red by � l��d s�a��yc�r li��r���� t� �r��te�� ir� �r�g�ar�, �r�� r����s���}r��t� c�r rs�����'sv�; a. The �n�! pl�t a�d da��a car r�arr�tiv� �ha11 b� c�r�wr� �� th� �sr�ar�a�� �t�nd�rd� �et fc�r�h b� ��� C}r��as°a F��vr��d ��at�at�� (t�C� ��.0�), VV����ir�r�tnn �o�n�y, �nd b�r th� �6ty�f�"i��rd; �. ��°�"�: t�l��l�Er��fic►r� �o�nt� �iii r�ot b�gi� ��e�r E���i��r r�f th� �r�al p8at untii ���y r���9�� � f���er fir�r�r �h� �ity �r�c�in��r�ng C����r���b�t i������i►�g: �� th�t th� �ofiy ��s r�v��w�d �h� �ina! piaf a�� s�ab��i�ed �c�mn���t� to th� ��a�ili��r�t's surv�y�r, a��r� �� th�t ah� �ppli��r�� has eith�r corn�l��t�d ��1y �atablic: i�prav�rr►�nt� ��sa�iat�d �evi�h t�� prc�ject, r�r ha� at l��;�t c�btair�ed th� n�ces��ry puka6ac ir�provprr���t pe�°rr�€��r�am th� �ity to corr�pl�t�th�w�rk; �n� �, � �J. Gnce �h� City �rad G�unty t��v� revi�wed th� fi�ai �I�t, ��ak�rr�i�t�nao ra�yl�r�cs�i�� c�f th��r�ai � �riat for�ity En�ineer's si�n��t�r�. � ____ _._._ � .�°'�� ���.���INC� �t���l�°I��� ���,�;LL����� ���p��I�� ��� � ��1�5R T'C? 1°�� �����a�C� �� �t��6�D��d� �����T� � _ ______.___�____se___ .�... � :35. �r9or tc� iss�aars�e of buiidinc� perrt�ifi� s�r� lat� 5-�3, � geotechr�ic�� r�pc�r� �u�t �� s�bmitted ar�d rec�i��d. 36. €�ri�r to i�s��nc� of��ildir�g p�rmits, �he applic�n�shaE! pravid�;t4�� �n�i��erar�� ��par�rn�n� with a ��cor��� myl�r copy c�f�he s�bdivi�i�r�/partitica� pla�. 4/19/99 PUBLfC PIEARING-STAFF REP�RT TO THE P(.ANNIfVG CUNiPQISSION {'&GE 5 O�27 SUB 98-OQ14/PDt�98-OQ13N,4R9y-�006-VEi�TURA GSTA7E��U�DIVI5IGN 37. P�ea��ta iss�an�e �f�r�� dir�� perr�9ts v�'st9�in �h� s�bdi�risian�, pubiic pmpr�v�m�r��s sha0i be deenned ��abstantia!!y ����0�t� by the �Bt� �ngir���r. �ub��a�tiaB �mpl�#a�n s�a�i b� wh�n; 1} �9B utilities ar� insfa�P��d �r�d ir��p+��t�� �'�r comp99�n��, incP�adine� �ran�his� i�tiliti��, 2) �!I local r��idential �tr�et� hav� �t l���t c��� lift c����phait, 3 f �t�y r�fF-site str��t��d/r�t�utillty impruv�rn�nt� ar� r.,�mpletely��i�h�ci, �nd 4} a9! �tr��� I�g��s ar� in�tal9ed �r�d re��y t� b� ��erc�iz�d. ��. �ric�r t� i�ss��r��� of bull�sr�q p�rc�nit�, �Fb� ��p6ic�nt shaBf pravid� fih� �'s�y �Ith ��-b�ilt �r°�wQ�c1� af th� public ir�pr�v���n�s �� fc�ilov���: �� r�yl�r�, and 2,a di�ke#t� �f tl�� ��0buiit� Bn °'€�V�G'° farrt��#, if�v�i�abl�; afi6��rv�ei�� "I�XF" v�ill be �cc��at�bi�. N�te: if th� ��b�a� o�rt�r�v�m�n4 dra�vira�s �v�r� h�nd-dr�vvn, then a di5k��t� is n�� r�q�ir�;d. ��'���9"�"IO�q "��� ���!�6��°lWl�`�h��l��..�4���'�U���;;�i��"�� �� � � ; : ' ��L�O�V�Al� ����'��t�����`�� ���I�l�t�B1'1'���1����"��Y��° ' , , . _. ,. , � , , ; ; ..�47��g "�€�9� I�;��3T':�� ��L���@1i'�'LN�'�` ;' ': , ,f, ,. ^^�°^'°�"°�.."^'�'°"�""' . b `� a _0 �,9�'�J�������r�6�'11e��: B�#'c�re Cit�i ap�rc�v�l is c�rti�eci �r� the �nal pi��, and before �pprc�v�d e���tr�cti�r� p��n� ar� issa��d by th� Gi�y, th� ��bdivid�;r��a66: � �xecute ���d f�l� �r� �gr�em�nt vw6�h th� Gi��o �ngi���r �p�cifyir�g the p�riead wi�hin which aii r�quired imprr�v�rra�n�s ar�d r�pairs st��il b� �c�mpleted; �i�d � ir��lud� in th� ��r��me�nt �rc�v¢�ia�� �h�� if�u�h work i� ��a� cor�pl�te� j,v�t�ir� �t�� p�reo� sp�cQfii�d, fih� �ity ��a� cc�mpi�t� fih�work �r�d re�s�ver th�r'ul6 co�t�r�d �xp�ns��from �h� subdivid�u�. Th� a�r��mer�� �hall stipuP�t� ir�prov�me�t fees ��-�d d�pc��ifi5 �s rr9a�r b� i°�c�uir�d tc� be ��id as�d m�� ai�o �r��rid� fUf° �h� ��r�st�c�iaro s�f ��� �r��rc�v�r�er�t� �� s����� an� far th� �xf.�r��e�� �f tim� �r�d�;r ���c9�e cor�di�irn�th�er�ir� �����d ir� th� cos��tr�ct. ���.Q�� �a�r�.�e As d°e���s�� b�+ ��ctic�r� 1�.436J.Og0, �h� �ubdivid�r ahal� f!� v���h �he �gr�esz°���t ��� ��s�r�r�c� �� per�ormanc� ��pport�d bgr cr�e of�h�f�llawir�c�: ♦ An 6rr�vacab�� lefite�of�r�dit �x�u�afi�� by � �r��nci�i �r��ti�u�i�r� �uth�riz�� �c� tra�:��ct b�asir��s� ir� the �t�t� o�Qr�c�on; a A surety bos�d exe��a��d by � sur�ty ccarr�p�r�y authnrized ts� �r�n���t ���ir���s i�a ti�� �t�te �af � �regan which r���aens i� �arc� �r�ti! fi�� s�r�ty �orr�paray bs �afiif�� by fil�� �a�y 6� �rritir�a� ��at e� � may b�ter�ir��t�d; or � � � �ash. .,� � The sub�ivide� �hall ��rr�isi� to the �ity Engir���r �r� ite�nized improv�ra��r�t �;�tir�af�, certQfe� by � �, � regist�r�d civi! �d�gir�eer, �o as�is� th� �ity Er�gir��r° in �ai��latir�g $h� �mc�ur�t �f tk�� per��rmar�c� �'° �ss�arar�ce. The siabdivider sh�ll �an� G��a�� fi���ina�:gcsri o�F raor �ll�iw �xpir�ti�n �f s�id g�a�r�n��� wifih�a�fi h�vB�g wars� s��ur�;d writ�en �uthc�ri�atic�r� from the �ity. 4/19/99 PU�LIC HEARING-STAFF REPQRI'T'O TNE PLANNING GQMMIS5ION ���� PAGE G QF 27 SUB 98-0014/PDR 98-00'13/VAR89-0006—VENTURA ESTArES SUBDIi/ISION ���. �� �w�.� . i�fi�9�i� �d d�ys �af�h� �ity r�v�e�° ��d a�p�av�9, 8i�� �p�aQe��r�t �h��i ��b�6t th� fr��6 pl�f tc� 4t�� ���f7t���rar �ig��t�re� �f�a�r��y�fificials �s r���asr�� �y�J4�s �h�p��r 92. U{�c�n �ina9 r�;c�rd9ng v��ti� th� ���ro��, �3�� �pplic��rrfi �hali s�b��i��r� th� Ci�� � r�yi����py ���i�� re��ded fir�a! pi�fi. 4a4����� ���t�e.��ii�,'����.����e���ud�°�sr��M���: Thr�� cc�pi�� ��F #h� s�abdi�QSi�r� �l�� pr�p��red �y � I�nd �e.arvey�r ld��r�s�d tc� �r��tQC� i� �reg��, ���i r��c�����d��� ��-n�rr�ti�e. T't�e �ui�diva�ic�� �lat and cl�t� or r���°rativ� �t�a!! �� dr�vui, �c� tt�e r��i�irn�� ���r�d�rd� �e� ��r�h by �h� C�regr�r� F��vi��r� �tat�at�� (�R� 92.0�), 9�f�shir�gti�ro C�a�r��y, �r�d by th� �ity ca�1 ic����. ��°f�E��' ��NT��LIN� �J1C)�9lJME6V�°fi�TiC��J �6�A�.�. �� �'���°I�?�L� �� FC��.LC)VV�: nfi�Y�!�"1� f�c��1�L��r t�ti�� In �cc�rclarse� �+ith Qr�gc�n R�vis�d �t�t�st�� ��.a6Q, ��k���ctic�� (2), ti�� ��r����lsr�a� of �!! stre�� ar�d �caadway right�-nfi v�a� �h�il b� �r�c�r��►��ni;�� �a��ra�� th� �ity a�c°�ts a ��re�� ii�prcau��nent. �'he foilc�wir�g cer�t�r9�r�e n1c�r�um�r�t� �hal! b� ��t: � �,sl ���#�rli���ceni�rii�� i��er��c#ic�r� pc�ia�t�; , � ,�li cu9md�-���;�er�t�r poir�t�; ��d � ��r�r� ��ir�t�, begi€�r�Er�g �r�d ��dir�� �c�irst� (P�@� �r�� ��'`�}. �.Il ��r�terlin� r�€e�r��rner�t� 5�all b� �e�d�ari��� firs� �ir�t ai��f paverr��n�. Man�m�nt �c�x�� �eca�ired lv��r��ar��nt b�x�� ���fc�rr��r�g �a �ity ���r�d�r�� �il9 b� r���ir�d �r�a�r�� ag! c�r���rlir�� ir���r��cfi�r� p�i���, c�9-d�-��c c�r�x�r pdin��, �r�d c�nr� p�irat�. ' Th�taps af al! rnc�n�ar��r�t b�xe� sh�i6 be s�t t�f�i�he��i p���rr��r�t gr�d�. � . � ���.�.��.������.��������a��.�� � ���.��ili�9� � ,�I� �tility lir�es ir�cE�.�dir�g, b�t ¢�ofi li��i��d �c� fi��a�� ��q�aQr�d ��r �4��fir��, comrr�a�nec�ti�n, l9a�hting �rid €;a�le � t�levisic�n s�rvices �and re6�t�d ���ili�Qe� �h�i! b� p6�c�d u�d�rgro�nd, ����p� �ar ���#���••r�our�fed � trar�sf�r�ners, �ur�ac�-��o�r�fed c���°s�ct�Qr� b�x��, �nei rree�er ��bir��ts �>hs�h rr��y t�� pi�c�d ��icav� � grounc�, fi�mpt�rary �tilifiy servi�e fa��Pi�i�s d�ar��ag �cat��trt�cti��, high cap��ity �����ri� fi�e� �p�ratir�g at � �y 50,000 �oits or�bc�ve�. , � ,� � .8� .'��0 �.��h e�r �3����.�i� � AI( impro�em��ts ir�sfaal�d �y the sub�ividEr sh�il k�� g�a�r�nt��d �� tc� wnrkrn�n�hip �nd ����ri�! fcar � p�riad of ora� yc:ar��lla�nring �cce�tarac� by th� C�ty. o ��ach guar�nte� �h�ll b� ��cure� by cash ��posit or b�nd ir� t��� �mca�ar�� caf th� v�lt�� �af fihe improvem�nts as ��t b�ti,� Cifiy Engir�ees. 4/59/99 PUBL.IC HEARING-STAFF REPORT TQ THE PLRNNING Ct�flfil�PiISSION � PAGE�o�27 SUB 9E�-0014/P[3R 5II-0013NAR59-0006-VERlTUFi/�ESTA"fES Sl;[3DIVIsuIV�l � `Ch� ���h crr �€�r�d �h�ii �c�mply�witih th�t�rs�� �nd cc��d���aP�� �f���tiz�n 1�,�1 fl.1��. ��.89 C� �5a i��st�ic��i.��r�r���a.�i� t�lo lari� division irrr�,rov�rr��r�ts, incl�a�ing s�r�it�ry s���r�, ��c��m �ev��r�4 �tr��ts, �9c.9€;w�i@��9 ��arb�, iigF��ir�g car afh��� requir�ment� �haif b� urs�er��k�n �x�e�� ���r th� ,�9an5 ther�f�rr ha�e ��en �ppr�,v�d by th� ��ty, ���r��°ait f�e paid �nd ��rr�it is�u��. ����.���_�Q��c�� t�__ �t r Req�ir� Work �i�al! r�o� b�gin ur�til �F�e �i�y h��s �een r�otafed in �dv�r��F. !�work is di�rantir��aed for�r7y ��a�c�r�, i� ��lr I� i1C)L V�C' i"��Ui'T��� Utltll t{�� C:l�y I� I�i�tl�l�t�. °��,��� �Q(} �I��P�C'�S �Pt'�I$_�i�$1011 '7'h� lanr� divid��'s er�gin��r �hali pravid� uvrit�e� eerti�ic�tion �f � �iorm provid�d by th� City thafi al9 improver���r��s, rn�orkr��r��hi� �nd rnateri�i� are in ��c�rd �vvig� �urr���t ��d u�andar� en�ir�e�r�n� �r�d con��ructinn �r��fiic��, ��d �r� ea� high grad�, pr�Ur to th� Ci�y �ccep���ce c�� th� s�bdivi�ian°� ir�prov�rnents c�r any porti�n ther�of�c�r op�r��ion �nd �a�ret�:nan��. � T�6➢���PR�V��. ��-1�,�.9� ��tl�LIL� ��� �3 ����'�S FF�t��6 �°�� �����'7'I'V�� ��a,�"� �� `�"�6� �'�,�.{��1��4� ��I�N1���E���� FIN�4{��3R���e �� �'� �! 694. ��,�Y� � .�.��.I�_�.�6��°��� . �it� E�i�t� . �it� ��cord� c�� �ut indicat� �r�y �ao�vi��s dev�f��r��nt �ppr�v�l� h�v� b��r� gr�rit�d �or this �rt���rty. VECinity {nforr��tic�n: Th� si�e is lo�ated south �f �W l��r�t�ara I�riv� �t th� wesferr� terr��ir�i�'s raf �W Lac��t �trest ��d fh� no�therr� t�;rm4�i�a� o�f �V'� 70ph �v����. �h� �ifi� i� �urro�s�d�d €�n �I! �ide� by prcap�rty��anec� €�-�.�. �it� ir�formation �nd F'r��o�al I��scri�r�ion: Th� �i�� i� 5.'15 �cr�� i� �i�� ae�d i� c��r�ntiy vac�r�'c vuith tlle �x����i�� c�f s�v���i �c���sary struct�ares. �"I�e �c�mpr�h���ive (�I�r� ciesi�r��te� the �ifis far Ltsw D�r�s�t� R��id��ti�l �ase ar�d th� zoning for�h� �ite is I�-4.5. �"c��a�s����h�y r����es betweer� 10-2a% wi�hl i��� �har� 10�/o i� 4h� s��th���t �r�d c�re�ter� thar� ?5°I� ar� t���; ilarth4rv�st w��;r� the fract area A� prcap�s�d. The �"ract ar�� is id�n�i�i�d �s havir�y �e���itiv� t��r�ds ���h ����p slop�s and � drainac��w�y, havv�v�r, �ha� �pp�ic�r�t h�s r�at �rop�s�c! any �lter�tian� ir� ���s� ����s. ��G�T°l�t� ��, , ��'�L.I�.��Lo� �.�'�I��,� ��9�`��I� ��� �'���3��f�� � 3��������: �����c�� g�,3��.q�fl ������ ��a� ��� �pp������ ����� �a�°��a�� �� ��p��� ����y �a� � �u�n�m� �9�� ����� ��' c��v�ls��r���st r�ra paa��i� �F��91�ta�� �r�d ���°�o���. �'h� �fudy ��a�� �d�r���, � �� � ��r��m��9 �`�'1� ��"����8����{�9"9 �����1�'3 �3���l9S�@�'V� ���S+LUQI���, ��� dr�ar���� ���fier�s t�� p���C� � �y����, �k�� �v�g�r ���2��, ��� ���a�r �y�����, �c��1 �h� ��a���� 9�p���� c�� th� �d�ar�l����n�a �°�� r� ����a ���b,i� f��i���� ������r� ��a� �yp�: o� 6�p���, ��� ���a�� �h�l! ���ar��� o�p��a������� � � n�������y �� rr9��� ���y :�t�6�ss���°s��, �r�d �� ����96y���� ��� �����t �� fi � ����9�p����� �� ��� � ���ali� �� I�c°g�, ga�9��Q� ��a�a�a�d�� ��st���, ��d ������d �����t� ��ca �� ����°�. 9r� �°s�a�a�i��s� � +�r9���� ��a� ������a���, �e�relop���:r�� ���7� ���t�a�°�� �4�� d��3i�����r� ��r�a�������� 6�at�r����9�he � ����s���a� ���8� �Ath�r �p��„ifi��liy ��n�aar �i�6� � ����ais����� ��� a����� ro�h�m�����y d��i��t�a�, �� p�•���d� ��a�s4��a�� �h6�� ��p��a�s �h� ��n�l�����s ���k fi�� r��� ps°€��a��ty ?�e������ca� r�q�air�m�r�� i� ��� r�a,�c�hiY �arap�r�ic��aal to 4h� �ar�j����d �mp��t� c���h� d��e����rr��r��, �e���c�r� °i�e��0.��a �tat�� tta�t ���r� a �s�r�s�°s�ee�r� t�f a prca��i r���aN�°�� tR�� tr�ru����° gcs t�� �t��lac s �� �� er����°��t i� ���I prop��t�, �h� �pprorr�� ���ho�r y �h�li �c�c��� �o�d��7 � whi�� �a��ps�� th� ccs��8�a�i�a� th�t ti�� is���r��� tr� r��9 p���a�r�� �a b� �r��r���rrea� a� rr�����y �r���s�io��E �� ��� irnp��� th� �rop���c� �9�����pr���t ��19 i���� �r� ��� �cabli�o 4/19/99 PUI3LIC fiEARING-STAFF F�EPORT TO TNE PLANNING COMi�IS51�N �� PAGE 8 OF 27 SUB 98-0014lf'DR 98-0013NAR99-OOOfi-VENTURA E�TATL5 SUBDIVISION �r�y req�ired street imprc�ve�ne tm ��rt�i� cc�ll�ctor esr �i�h�r�ol� str��ts and t�� �iVashir�gton ���r�ty Tr�t#ic irn���t f�e (�'IF) ar� mitig��ion m�;�s�r��tF��t �r� ��;e��ir�d a�t�O� fiirr,� o�F cl���elopr�nerat. ��s�c� or� � trar,sp�rt�tic�� imp�c� st�sdy �rep�r�d by tvir. ��vid L�rsa� ��r�h� Ap��y �xpar��i�r�/L��ian Ii/E���oE�tic�r� 9�-61, T'iF'� �re �xpect�d �c� r�c��tur� 32 �e�c��� c�f th� tr�f�a� i�pac� a�'��enr �i�v�elr���ent on the Cc�9iector arid Arteri�i �tr�et �y�ter�. �'r���ntly, t�� �'I� �ssr ���h irip th�� i� g�n�rated i� �189. �'h� tat�! �IF $ar�n a�k�che�, sir��E��fameE� c��rv�Hirag is $1,��9. ����us� th� lacal ��reets �xt�r►�ing t4�rougf-� t�� develcapm�nfi ar� n��ded fi� ��:r�r� t�� d�v�lo�r�nen� �r�c� t�a m�e# t�� �tand�rd� ofi fi�� �c�c�e, they ���� is�h�r�r�#!y prc��es�i�nal �o th� d�v�lop�rr�ent. T�e ��plic�nt is b�i�g r�quir�d to cc��str��t h�lf-�fr�^�� Ern�r�ue�ra�n�s �long SVlI '���ntc�r�. T��� �ngir�e�ri�og C��p�rfim�n� h�s es�i�a�ed f�� cc��t �i h�1f-s�0��et ie�rpr�vei�er�ts t� �i� ap�r�ximaxefy $2�0 p�o° lirr��� � gca��. As�c�mi�g � c��� of ��{DO p�r 9ine�r �'oot, i� i� e�tirr�a��d t��� th� tata6 c��t af th� half-stre�� ; impd•av�m�;r�f� �ar �U1f �ier��ur•a is ���,�00 (��C� feet >c �20Q). �1pr�r� �ompietic�� �f ths:� dev�iopme�t, th� f�a#ur� ��aild�rs €�f tih� r�sic�ene�s wil! be ree�uir�d tQ pay Ti�'s af ��pra�irnat�Ey �41,77� ($�,�99 x 2� �wellin� �ar�its). �as�d r�� th� es�ir�a�� th�t �ot�! Tf� f�es cdver 32 p�r�ei�t ca�kh� i�p�cfi o� r�ajr�r �tr��f i�pr�v��cn�s citywide, a f�e fhat wo�old cov�r 10d pe►����it of this praject� ta�af�i�: impact i� �130,�3� (�4�,�'78 divided by .32). �he cii��rerg�� bexwe�ra th� "�'[� pa3r� and t�� f�ll im�act, is �o�rsidered ars �nmitic��t�d ir�npaet. �i��e the TiF p�4d is ��1,7�8, ti-re u�mitic��te� srrp�et �ar� b� v�{ued af ��8,65�. Giv�r� th� esti��fied cost af tl�� haff st�°eet irrlprovement a�d th� un�i�`gateci irr9p�ct, the �alf stre�t irr��rov�:m�nt ar� V�nt�9ra �rie�ts the r�ugh �rc�p�rti�n�idty ��st r�la�ed to th� irr�pac;f caf the c�eve9�prr���t. �E�hl��� �i��4��_CJ��+����" �he a�piican� h�s req�e�ted a Piar�i�eci l��v�lop�ri��� {��) �,r�erl�cy �or�e �h�r�c��; for fh� st�t�j�c;t pro��rty. �he PC� c����rl�y ��quire� d�v�lopers i� ��+llou� th� Plar�ned I�e�rel�pmeni �roce�� �e�r a�iy pz-opo��! on �ff�ct�d sites. �'he Plar���d (��v�ic�prri��� chap��r pre�vide� fic�r �lexibili�y a� develc�pra�ent design �r�d allows d�via�ti�n from G�rt��ai sfiandards of the bas� �ora�. �rrs �c�l"sc�wir�g par�gr�ph� ° addr��� comp�i��+ce wit4� ti�e �ppfic��l� b��e zor�e s�a�dards ���d with th� �pe�i�Fi� P,�prr�val �fa�d�rds under ��ctia� �8.3�0.1(30. �"h� F�I����e�._3�-���r� �r� ��.� ������� `��e����Q2t� �fi��s� ���� ����°� �r� �h��e �I�r����� t� �h� �9�x���d d��s�l�prv�s��� �p�rr�v�� �r�����, �� �'�Sl�w�: � �°��� ���r���l a�f t�� �9�r�r��c� a�����+�pr�ae�� cav�rl�y ����; � Y'h� ���r�v�l ��'th� �l�s�ra�d d����e�p���a� �on��p� ����9 �s�a� � �'h� a�pr�o��l u�F��� ��fi�G��� a���ae��pr��r�a ����. T'he ap�licant has requesfied �he F'I��n�d �ev�lopmer�� tt� �Ilo�vv fl�xibi9ity �r� !�t �i�efi 6n orc��r to {�reserv� the natur�l �rea in the north�es�ern pc�rtiar� of �h� sit� ��nd. �'h�e �pr�lic�nt i� r�qi.a���inc� �. appr�av�1 ag ai! th�e� e��m�r�ts for th� F'f�nned D�veloprnen� �s part +af this ��plic�ti�n, ther�fior�, �h� � �pPiicant is ��mpiying vvitf� fi�e prc�ces� set forth fic�r l�4anr���9 Deu�8opn7ents. � � �' ��������ilit�����E�� ���s� Zaan� l��ls�.�rx���a� ���n .9��.��o �����a�a 1�.35���7� r�c��ai�°�� � ���p���s��� fic� �p��E��a� s��v�l�a�m�nt �����a�°+��: T�� ��ov���ors� �f �0�� �a��� ��s�� ���: � ��SpIi��BaE� �s �t���c��v�: �7 � �.�t di�n���i�n�9 ����d�rd�: '�°�� ���irr��arr� 9�� �iz�, �o� d�p�h ��d E�� �s�9�6� ����ad��°�� �h��i �c�� apply ����pt �� rel�t�d t� fihe �I���it� �o�sp�a��tio� �r���r �h�pt�r 'I�.r��, Density is discussed fu�fih�r in thi� r�part. 4/19/99 PUBLIC NEARING-S'('AFF REFi�RT 70 TME PLANNING�CI�INMISSION F'AGE 3 OF 27 SUB 9a-U014/PDR 9$-00'i3NRR�9-0006-VENTURA ESTATES SUBDlVISI�7iJ �i�� ��v�r���: "fh� �it� ��v�s��e�� g�rs��i�ica�r�� �f t�� ����z�a�� ��alE ��aply; �'��r� i� �� ���x�rria�� 9c�t �csv�r��� �t�r�ci�rd ir� ti�� �a-�4,5 �c�n�, �h�r�f�r�, �has �t��e�l��d dcaes nat �P4�sY �uai�8��� fi������ 1'h� ��ai9�iu�q h�a�h� �rovo�ica�a� �h�l� r��� �p�l�; ��d ��ru���r� ��f���k �Srnv��i���� �roret y�rd a�cd r��r y�r� ���b��k� �'�as� ��a��a���a��� �� th� �r�rir��t�r ��' �h� �rc����t �h�lE �� t�� ���r►� �� th�� r�q�a6r�d �y ti�� b��� �ss�� u�a9��� o�h��oi�� �r�►�elcl�c� ��r �ha���r 1�a�60; T'�e �i�9e y�rd ���b��k �r�vd�i�r�� sh�l� �a� ��p9y �x��pt �ha� ��8 ��tach�d ��r���ug^�� ��a��B rr����: th� �i��fa�°a� �aa�l�se�� �o�� r�q�a6r���nt� f�a� �ir� ��,�I�p ��d �a��a�t ��re� �r�� ����- ��a�� ��tb��k ��q�i��r���fi� �� �h� ���� zcrne �e���¢�� ���!! �a�at a�pl� �� �fr�s����e� �� &h� 6�t��°��r �f ti�e ��°c�g+��� ����p� �9��t� �°9� A r��a��a�a��� ��°�nf �t�rd ���6���k c�fi �Q ���� �� ��q��r�d ffc�� ��y ��r�ge ��r���c�r� enr���h ap�r�� ���=rs� � str���; (2) � 6'�Iii1�Y'lU�1@'i ����t �Sa�r� s�t��ck �� �cght f��t i� r��s.�ir��! ��r �n� g����� �p��oo�� �c�r ��a �����h�d ��ngl���'ar�ii9� �i��li��cg f�ci�� � p�ev�t� ��re��� �� 6a��� �� th� r�qt�i��d ¢a����r��t ��r°ki�� �p���� ��-� �r�vid�� Th� indi�iduai lo�s wi91 a� rs�i�v��d f�r �or�pli�nce r�vifi� ih�se se���cic� d�rir�s� fit�� b�i�ding pe�r�nit ph��e. �J���� �arc�vi�ior�� �t�h� ���� ���a«�o /�I� a��6��r �r�v�����a� c����� b��� ��a�� sh��i �pp�y� �x��pf a� r�aoc9rfi�d by tFa�s ���p���� J�,11j! �C�CJitlt7�i�I pi°t7VI�iCy�1S fJ'F �E�G base ;zone �re disc��sed within �he t�ady c�f fhis r���rt �r will be P��vi�w�d c�uring th�e b�ailding pe�mi� ph�se. FI�G�i�1�: ��c��se th� pr�vivi��s of th� base zone �;ifh�r�9c� nat ap�ly an � Pl�nned �PVeic�pm�:rmt a�will be r�q�ir�d tc� �ompiy d�ri�c� th� buiEding pBan review, the ap�ii��bility o#�th� ba�e �cr�� d�v�lopm�r�t ���r�d�rd� hav� b�er� s��i�fi�d. ����I�'�� �LeAi�N�(7 ���4'�L��'��i�"�° �P�'�tOl�'A�L �3°��1[����� �S��tic�ra 1�.��Q.'��Q.� C�C�L818'�� ��4�'� ��V� ��i�'9��i6��l�bi3 i'f➢�k� �9���B1�� �F��� ��5�' �e±3����9�� ��"I���'i� �r� ��ti�g6�d �hen �ppro�6rac� s�r� ���e���i�ag ���� �c���i�s�r��, c�r �h� �����r�� ��� s��t s���s�i�d �vh�n �9�!��in� �a� ���ip��ti��: A��! pr��i�g��� aa�th� i���d �i�►i�e�� �a���������, ��s����r ��.�10, ��.4�0 ��y� ������ �9��0� b� ��t. l"he prov�sEOr�� of �ha�ter 18.��0, ��bdivisic�n ar� addressed �urther wi467in this r��or�. The K�rQ�isions s�f �ha�ters 1�.�10, L.a� L.i�e P,dj�strra�n�s �r�d �8.�2Q, f��rtitions are �a� appli�at�l� ��a �his proposal. � �x��p� a� �aot�c�, �h� �rows�ic�ra� ot �h� fo�lov�sng �h�a����� �h�f! b� u�i1Q��d� �s �uad�Ci���, � � p9�.r�r��d d�a��lo���a�� rae�� r��� �,��t th�s� ��qui�•�a��rat� �h��e � d��elr�pmer�t g���ra provid�� �y �I��r•r��fi�v� d'�s0��� a�d �n�t��d�, ��' ��c�p#��a�e �cs tF�� ��m�i��ican9 �h�� ����ra�fi� ��� �aurpc��� � a����6� ���ti�� � � f��rt��it�Comaz��s����� �rac� Lsr�'s�.�ti����n �h�p��� 1�,�15 9e�a�����nts fiF�e �caanpr������"sv� �i�r� � by ��t��a@as��c�g th� ��°p��r�a ���° ����rrn�n6rag the �oum6aer c�� d��l�ir�g �nat� p�r�eitt�c�. Th� ��m��r � s��' ��l�a�ra�d� c9e����i�g �aa�i�s i� b�s�c� caa� t��� a��t d�v�lo�r�a�s�� �r��. �'h� �a�� �r�� i� �h� ��rt�����a�� p�re�l �r�� af��r ������sa�� �f s���itiw� p�nds ��aa� 9�r�d c��di��t�d f�r pubsi� r���� or ��r��e `�h� s��� �r�� i� �he� dQVi��� �y �he rrsi�crnur� �ok �e�� perrr��t��d by �h� xe�r��ra� d���rm�t to ��4��rr�a�a� �he �aa��be�-�f do��lli�g �nits ��a�t c��y �S� d�v�l��+�� �� � �it�. 4/19/99 PUBLiC f-IEl�RINC-STAFF REPdRT TO THE PLAPJNING COMMI531�7N PAGE 10 QF 27 SUB 98-0014/PDft 98-0013NAR99-OQ06-VEtdT'Uf�E�aTP,TES SUBUIVIS�ON `�h� gr��� ��r��g� ��th� �i�e .1� ��r�s. '�'h� ��fi ���� �cr��g� i .� �cr�� ('�65,5�� �qu�r� f��t) a��r d�dEa�t�o� fc�� ��blic ��d pri°��t� ��re�ts9 �i�ap�� gr��t�r t��r� ��°e� �r�d dr�ir��e,�.�wr�y�. °�'he rrs�x�rn�a� d��a�i�y9 th���fc�c�, i� ��.�� lat� ar�d t6�� r�ir�°sgr���, 9� �i� i�ts. �"�� ��p!ic�r�� i� ps�c����i�ca �2 la���. FIiV�I��: ��;�,��as� th� ap�lic��� h�s prc�p�s�d 22 l�at� ari� 22 E�a�� ar� the r��xirns�r�n p�rrnitt�c� ����d �n the� n�t acr��g� �f�ttie �it�, fhi� ���r�d�rd ha� b��r� ����sf�d. ��.�a��i C�9��.���� A����6 �i��pi�� ��.�9� �ppi��� t� �0� d�v�l�����s�t ��a� r�s���r��� �h�� �i��� �s�sr�r� a�°�� ��'a�! k�� m�i������� �� �s�� �c�rr��r� �fi �E� �a��sp�� ��;�a���'i� �� 6B"9��5'����A�O� 6'tt,�F'9�a�f� ���� �n� �t th� °s���r���ti��a ��� ��b9�� �tr��t a�� � �����+�� d����:��ys A vi���9 �����°���� �r�� ��a9� ���a��i� �� �e�����, ��c�g�, �B�o��ia��, �'�a���, wa�� ������a���, �i�s��, �� #������� ��° ��r���c�o�� �b�tr���c�� �ac���s�ir�� ��r�� f��# 6ca &��g�3��e Th� ap�lic,�nt h�s r�crf prc��a�ed �ny �tr€����rr�� �ar v�g���tic�� �� th� vi�ic�r� �I��r���� �r��. A6i �trl��t���� �c� be Rc�c�ted �r� individ�oal I�#� �vili �� r�vQ��w�d fcar ���plia�c� r,�ef� �hc� vi�ic�n �I��ranc� star���rd� €��a�ir�c� t�� �u�ldor�g �err��it ph���. FIR�G�I��: �����s� r+m �tructur�s �r� ��arreritiy prQpca��d in th� �isior� ����ra�c� a�•�a ar�d a(I f���r� bui9dinq� v��ll b� r�vi�u��d fc�r �r��p66anc� dl�rir�g �t�� b�ap�dir�g p�rr�r�i� p�i�o�se, thi� �tand�rd � h�s �ae�r� s�tia�o�d. ����!����c� �° ..��.�. ������r �i�07�� ����a��� i��d����ir�� �ars�v��i��� ��er ��� d����a�p�s���. ���t�a� ��.�4��.�p0 r�c��ir�� �8�at �tr��fi t���� �� p��n��� €�a ��E�j���Yi�� �atF� ��� d��r��c��rr���t �i��# fi�°���� � �t�e�� �r dr�v�w�� �a�� t�a�� ��� ���t i���� A �a�°�pa���d ����ti�� a��t ��a�� �� ��s�ra�i��d ��r �°��°s��s �ay���� ��r��t�r�is��� ���#�i� �r��� ��� ���€�g� �2il��i��, ��r��fi� ��e� �ic����OP�� a�°����� p�a��a���! in���r�a ������� °��.��5.�4�Qe� �����i�� ��e���� �f�����°d� �'�������r�� ����r�������� ���������: � �m��s� �r r���c�� �t���r� t�°��� �t�nd�r�� ������ls �n� ���� ���� �� �'��f v��s�� ������E��g} ���@d �� ��a���� na �r��#�r�h�� 20 �'��'��p��s � �9�����a �i�s�� ����� (�5 �e�t t� �9 ���t ��Il, ��e �'��� �� �� ���� �s��� f�r�n�k�ir��� ���ali �� ������ �oe� �r�����°�F��� 30 �F��t�p��4; �.r�c� � �..��"�E: �ff���v ��''���' �O ���$ ���I �d�� Y�1��'� �C"&�Y� �� '���� V`�eP�� ��'a�9'���En'9�� �F&«��� �� �����d ��� �r����r thar� �(.1 f��� �p��t; i h� applic�nt h�s not �ubrnii��d a �i�n ��at �h�e�s ��r�ef tre�� v��ill be pl�n��d, tty�r�fa��, �t�ffi ca� n�� � ��t��rr��n� if fih�i� �ta��d�rd i� r���. ����i �ie�r�� it ���si��� f�� thi� s�a�ad�rd �€� b� rn�# s� t�e �pplicar�t � ��brnitJ a r��risec� pl�n �I��� �6�aws st��et�r��� will b� p8�nt�d, �h� fry�R� �r�d pr��c�s�r� ����ing. � cv� � ���#�ora ��.�4��.q�Q ���i���n� th� �������Qr�� �nd �°�c���r������ ��r ���f��Ar�� ��� ��r���6raga � , �,a � �C4�� ��aff�rir�g �r�d Scr�er��ng M��ri�; �S��tton y�.T45.�} dc�e� r�e,t r�q�i�°e b�aff�rir�c� c�r �����r�An� wh�:� � a �in�le-�aE�ii�+ def��llec� resid�€��i�l �a�� is prespo��d adja�ent to exi�2ir�g d�fi�ch�a ��ngi�-f�r�ii� � dvv�llengs. Ti�ere�ore, thi� ���tion dae� r�ot ��p�y. �'l�JDi�I�: ��;caus� t��; �p�licar�t has nc�� s�abrn�tt�d � pian that shr�ws str�et tr���, �t��' c�� nc�fi r��k� a �indi�� �h�t th� 6andsc�p6ng arac� �cr�e�ir�� �tar�dard� hav� b��n ¢°n�t. if #�� �p�iic�nt �ubmit� � pla� tti�t �haws �tree��r��� wall b� prr�vid�d �nd si1��� �h� �p��i�5 �nd �rop���d �pacing in �c�ord�r��e with �p�t�c�r� 1 S.T4�.040.�, �rts� s���d�rd wtilB �� �atis�i�d. 4/19/99�118LIC h1�/�RWG-S'i'AFF R�PnR� i'Q THE PL.ANNI�JG C()FAMISSION ��� �'AG��1 dF 2� SUB 98-�d14/PC3R 98-0013�IAR99-0006—i/EN7UR�ESTA7'ES SUBDIVISIrJN _ �...��.���...�., � ----- � �C�I�C�i`TlC3hJ:�d�br�it � �l�n t �h�9�v� ��r�et #r��s r�+iii b� pr�vi �r�d ��ow� �he �p�ci�� �r�d ' �rcpc��ed �p�cing �v9il �� e� �cc�r���c� w�th a�rtiQrp 1 a.�45.Q40.� 5�..�S.�.C.�.�. �..�k9.�����..���-���s�����. ���p��r ��.�6�, 1"��9� 1�.765.� r� ���°�� �h�� �ir��le-�a�a�9�r r�sid�r�c�s b� pR°��i�1�d �;a��� ��a� (1� �ff���tr��� par�i�g �p�c� for ���� r���l@�ng �rro� o The ��plicant ha� ��t�i�d th�fi thi� �tan�ard �✓i!i �c; s�tisfi�eS with th� fLat�ar� dri���va,�s �r�� r��i�s�ti�! q�r�g�� on the iredividu�� lo��. FlP�DI�)f�: ��cau�� �a�h ir�dividua! hoer�� wi!! b� revi�w�d for compli�nce vvith this ��anc6a�� d�rir�g f�oe buifdir�g p�rrx�ifi phas� a�d it i� ���s��le �h�t this �fi�r�card well b� met b� pr�vid�n� driv�v�r�ys and g�ra�es, �herefc�re, thi5 st��dard E��� b�e9� s�tisfied. ��.� r �r��`�a�l��ie�r�� �i��pfi�r ��.70� ����b���h�� ���o���rd� �r�d r�g�a9�ti��� f�� ��fe �r�d � �ci��t ��h@�!� �cc��s ��c� ���°��� �n � �8�� �n� fo� ��r����9 �i�°��a�ti�n �i+ith6s� �h� �it�. 1°ab�� 1E.7A�.°� ����e� fh�� ��ae �irow��na�� �r�h��aa��r a����� �nc� ��r���e�'a�� s�r� ie=�'���9� s�vvelei�g a�ni�� r�� ���d�vedu�� I�ts �hawl b� �r��, °��mfs�r�t p�v�d €�ri����� vusthi� � �15��ac��-�v"s�� ��c����v�ya The accPSS �r�d �gr��s into the �it� ifi�elf is disc�s��d iate;r ir� this r��or� und�r �tr�;�t and Ufility �t�r�dar�a� atld PUBLIG �ACl�I�'Y ��f�C�F�N�. pacc;t��� to individasa' I�r�s v+rili b� r�vi�w�d fiar carnplianc� di�rir�g fh� builciir�g perrnit �hase. F6i��l�l�: ��c�us� a�c;�s� and �gre�5 infic� th� �it� it��lf �s d'csc�����d Cat�r in th�� r�;pc�r� an�1 acc�ss to individu�l ic�#� rr�aifl be revi�vv�d d�r9ng the �uildinc� p�rmit p�as�, t�ii� s���d�,rd has b�en s�tis�i�d. s �a�:. �h�pt�r '��.7�Q �g��vR��� g�r�v��i��� �c���d���. Th� ���lic�nt h�� �1ofi i�dic���c� � �i�� will be prc�vid�d. 1f �ign� are �roposed, � si�n �a�rsrit will b� r�-:quir�d and m�y b� abtai��d from tF�� Gi�y f��v�i�prr��r�t �er�ri�ce� ��p�r�ment. Fih9Di�G: ��c�uCe sigr�s vvill b� r�viewed if d�sired through � seg�arat� perrnit ��plicatio�, thi� �t�r►d�rd �a� ��en �atis�ied. @�d ,�.��!°�'I�N, �'t�� ��l..LC�V1�iNC,� ��_��d��� �'����.�F�f���l�' ��i7'�RIA ���LL �� ��`T: �'�� ¢.����lapm�nt d�e� ra�� c�v�9ra� � ��a�9g��n�'��g�� �� ��r��r��ad�r�fi�a! u�e �t���°�;�'rrr�, �h� ��tic�v�ir�� �d�s��o��! �����r� �r���r�� �s� n¢�� �ppl� ��a� wE11 s�gyt �� e9���a����d �ra ��as r�,�o�: '�rier��� 4�a.itde���°Ar��: �i�l�@��'��9@� ���, �h��°�� 4u�doc�� R��r�a�io� Ar���: fVB�ltip���rss0� �J��9 �ti�fs��� �i1(.� tiOla�. ?'h� �c�iac��r�a�g ��av� i���e� c�w���a�s�d �reva�usl� �� �hB� r�p�e� ��s� �i�9 s�at b� ���r����d �a� thi� ���t��r�: �i�r1�, a�d ��r�C�ng, R�&� iess� ha �'e� Th� �i�u�1 �ic�d Rii��i�aE �ner�r�r��rs��: Ti�� � re��s, b�ildArag� ��e! �th�r �i�� �E�m�nt� �h�ll �e d�sagr��� �r�d lo���ed to pr����e �h� �xi�fi��g ta����, topogr��l�y, ar�� r�ax�ar�@ ���iii�g� �a th� gre�#��� ��gr�� y�o�si'�i�; �tr�a�t�ar�� 6ocat�ci �� the �a#� �h�ll ne�t be in �r��� �a�6�j�ct to �Qu�np��� a�ae� sBia��ng; °�9��re sh�l� k�� �d�q��t� �istar�c� ��t�v�e� �rop�6t� buildi�g� ar�cl oth�r +�n-�w#� �a�c4 e��-�at� �a�i6��s�g� �o� �djoenin� prop�rtie� �a pre����l� ��r ad��u�t� li�h� ��ad �ar �ir�aal�t9�n a�ad fc�r far� p�����tioa�; `T�» �tc�u�ta�r�� shalA b� a�°��r�tec� �ith c���aderaf��r� �o�� th� ��� �rid anria�� dBree�#a�ns, wh�re �5���'sbc�; �n�! 'fr�e� pr����ed to the �act��� �o��ible. ��pla���a��ot �f #r��� i� �u�a���� to �k�� r�q�aremed�t� r�f�ha�pt�r 1�.7�0, i�r�� R�a�cava�o 4/13/99 PUBLIC FiEARING-STAFF F�EPORT i'O THE�'LANNING�OMMISSIOIJ °AGE'(2 C1F 27 SUB 98-0014/PDR 96-0013�!AR99-0006-VENTURA ESTATES SUBDlVISION :�.��.�� ——— -- � Th� �it� ��s ���� I�i� ��t tca a d th� r��tur�� dr�ir���� �� fih� c��rth �# ��rr��r ��'th� �ifi� �r�d �t��p s9�pe,. Th� �p�4ican� h�s ���r�@�t�d a geot�chincal repc�rt �h�� ���i�a��� the �r,r�h�rr� la�t� r��� �� �3S'l"��3�' $O i91St��iHlt� I� e�C��:t�Uu�E: P11���E,It"�.�°i �r� r��t t���n �z�ring cc����tr�ac�ic��. °�he ��c�t��h�aic�l r�po�� i� ba��d �� � �i6ghtly d6�F�rer�� pl��, �h���far�, fi�� lc�� nu�b�r� r�f��r�d tc� ir� th� ��p�rt dif��r frc�m th�s� car� fh� pl��. f he icafis icS�r�fi�fi�� ir� th� r�pu� g�n����lly ���°r��p�rzd v�it� i�ps 5-� ar� the �ropcas�d �S�n. �'�� gec�fi��hr�i��! r���rk ��tlir��s r��e�r���i�dati�r�� i�c�r �h� ��rth�r� aa��. I� �ppe�r� �e�sib€� b���� c��r fihe g�e�t��t�r�i�al r��aa� that, if pr�p�r r��a5�ar�s ��� t�k�r�, these lofs ��n b� safely dev�lcrp�d. l"!�� �3uilding �ivi�i�� �uili r�r�alr� ��rn�a9iar�c� with �e����hn�cal ��viewr �t�nd�rc�s ��r�reg the bu�id�n� r��ri��,� c�r� tih� ir�dividu�l fo�s, h�w�v�r, ��a�'� stror�c�9� r�ccar��ends a cr�r��itF�r r���airir�g a g�otechnic�! report be r�quir�d f��-I�fis 5��3 �rior to is���r�c� c�f��iiding �a�rr��ts. °f'�� prog��t will b� r���e�r�a fo� �orr�p�i�n�� with appii��bl� setba�k� a� tl�� �ia�� of k�uaBd6r�g p�rmi� �i�� re�i�vv whiGh `�r�lE i�i��ar� that adequ���; 9ight an� �ir �irrc�ia�io€� is prc�vid�c�. R!I �tructur•�� �nri9l �b�: reqtaQr�cJ fa m�et ��� �f�ndards fpr fir� ��p�ra�iaan. TF�� �p�licant h�� ��ab�i�t�d a tr�� r�pa�fi w�i�h g�n�;rall�+ i��ntfi���� th� tr�e� fh�t �rc �r�,�c���r� �� b� re�a�v�d and retained. °fh� tr�e r��ort does rant o�e�fii�y the icacats�ar� c�� trees t� b� re#a9r��d �nr� rec�ov�d. G9ver� the siz� �a� �he lots and a�re�t ca�fzg�raticar�, st�fi ��� a���.am� �h�t th� trees within fihe pr�pos�d right�-of-��y ar�ci taw�rd the �rori� of th� I�t� will be r�m�°��d. (�iver� �k�� �Ic�pe anc! pnt�nti�i for ground i�i���bility at th� n�rth�rn �or�it�n �f the �i8e, sta� en��urag�s �� m�rsy tr�e�� a� poS�ible b�: r�tair�ed. In ord�r fa eval�ate if th� �r��s �Srop���d tr� �� r�mc�v�d �r� i� a ic,catiar� �h�� m�k�s ��e�s�, staff rnu�� se� � pl�r� �ha� cl��rly ic���t�fi�� �II eaf �f�� tr��� b� r�u��k��r �r�� �hr�w� the tr�e� �o b� r�rric�v�d v�rs�a� r���a�r��. lo� addixi�+r�, sfi�f� n��d� �� s�� a plar� that �how� th� ty�i�al �. �t�ilc�ine� foot�;-ur��fs�r ���h lo�t� d�t��rr�ir�� i� �erf���a�, s�rr�� tr�es ��aw�r�� ti�e re�r c�f t��� IQ�� cc�uid �e r�tain�d. T'h� a��ual mitig�tis�r� e��luati�� Q�tre�� to be ���rc�v�d i� di�c�assed �tarth�r in �h�� reg��ar�. �I�lDi6��: �3�c�u�e th� ���ns ao r�c�t pr�ovide �r��ugh det�i! f�r st�ff tc� car�firn�� th�t tr��s w�l� �e pres�rv�� �ca �he �re�t�st exfent pc�ssibl� �r�d �h� ge�#e�i�nic�al r�par� ir�dic�t�s #h�t the r��a�h�rn I��� may �� �ror�� tc� ir��t��ilAty €� �i°op�r �r��as�r�� �r� r��� t�k��, ���� car� no� cor�firrr� �h�t �h� R�i�tic���hip �a th� �!�#�r�l �nd phy�i�ai ��vir��r�tcrs� �t�r���rd� h�v� be�r� r�et� If th� �pp6s��r�t �vrnpiie� a�i�h �he �c�ndi�ions ����6fieci b�low, �ta� can d�ter�i�e� t��i th� sfi�r�d��°c9� are ��tis�i�:d. �C)�lC��T1�2�f�: o ��€br�i# � p��� fih�� ������ �jl�31��� �t.41S(�5�1� ��C3���'i91� �r�d ��� ia���tiar� c�� �r��� �-opo��d tn b� r-et�air��d �r�d r�m���d. Th� �evc��� p��r� rrau�t c{��rly �h�� ��e P r�� number�. !f fire�� c�utsid� th� typ9c�l b�asldin� fc�o��ars�t ��e prQpr�sed tc� b� r�mov�d, an exp9�r�atic�n as tn wf�y th� ���ti����r fr�e r�u�� b� rerr�ov�d wolP b� r�yuire�. � . �ri�r tc� is�u�nce of buald�n� �aerr�it� on ��ts 5-�9 a g�cste�hni��l re�o� r��u�t b� � submitf�d �ca the Cit� for rev��w. �� �.tf�rsr�g, �r�er�inc� �rad ��re����i�ii���e��.w��� ° ��s�� 1����� �s�fi�'�c��g �I��II b�� pra����ec� ���nr�;�n �iff�r�r�� ����� �f I��s� ���� (f�s° �������9 b��+s��� �an�6�� � � fi�rnaly �r�c� multgpl��ff��i�y ��sA��a�����, �nd r���a���i�i, ��a€� �o�a���°�°s���e e� � Th� pro��s�d 6ar�d L��� i� �ingl�mfamiiy d��act�e� rc�sid�rtii�l. 1°he �u�f�ri�g ��� �cr���ii�� �t�tri� (��etior� 18,74�.1) doe� rot r�quir� b��'ering �r ��re�nir�g f�� prc���s�� ssr�gle-��r�ily det�ched ����. �'��refore, thi� �rit�riar� cfc�es n�� �ppey. la� �c3c�i��on �� th� r�q�air�m��a�� s�f �h� b�f��r ���a°o�, tF�� ���i�awi�� f�c�ar� ��asli b� �s���'s��r�d �r� d���rr�in�ng th� �d�qu��e� �r�d ����r�t �f the b�ff�er• req�ir�d ��si�r Ghapt�� 1�.7�5. 4/19/99 PUBLI�;HEARING-STAFF REFORT TO THE PLANNiF1G GOtv1MlSSIO(V �� PAG�1v OF 27 5Uk3 98-0014/PUR 98-Q013NAR99-OOQ6-VENTURA ESTATES SUB�IVi51�N • - - ---- �e � . � �e� not�� abs�v�, th� ���f�ri� r�d ��r��r�ir�g �i�trix d��� �c�# r d�� b�ai#�rir�g or �cr��r�6ng for pro����d siragl�mfan��ly d�t��h�d uwe�. '7h�r�for�, � ��terminatean �f f.h� ad�quacy �r�d �xt�r�� �f r�qt�ir�d �taf���-� s� n�st ��pli��b8� tc�t��� pr�p�z�al. ����dfi� ���a��a�ir�� fr°�� vie�� fr�r�a �d��i�ir�� �r����i�:� �f ��a�M then�� �� �e�i�� �r�a��, ���r�g�; �r���g ���ki�a� ���s, ��� ���������I ��v���� �n rc�c�f �op� ���@G k�s pr��€id�� �nd ti�� �ull�s��r�g �����ar� �9���E b� ��s��id�r�� �n d���r�i���� ��� ���q���y ��F fi�� ty�� aa�� ��t�r�4 �f �h� ��re�a�QU�ga (�} ��'7��� ����d� t� �� ��r��r��d; (k�) t�� �a�•�c$�o� ��°�ar� �r�d�� i� i� n�����; ��d • ��) �hether t�� ��r���i�� n���s ta� ia� ��arm�c�a���. "fh� �re��osed u�� is � sir�gle-f�miiy r��ici�r�tiai ��(�di�i�ica�/P@�ni��d I�ev�fc��m��t. Th� appl����at ha� �a� propc��ed ��y �ervir;� �r�as, s�c�r�g� �r��s, p�rki�ag lc��s �r roo�top cn��h�r3i��f d��i�e� s�r �tF��r f�atu��s �h�t wo�l� r�qi.�i�� �cr��nir�g. �'h�r�for�, �hi� crit�rio� �c�es r�ot a�ply, �'lf�QlB�t�: �3�c��as� th� sit� is �sngl��f�rnil� �t��ttir�� �ir��I���arraiZy, t�� b�fi�rir�� ��d �c���r�sr�g �tandaru� c�� r��f a�ply. . ���d G9�°�a�ia��c�n: `�t�� r��m��r ��'��ia��d ��c�;s� ��a���t� ��r� c��a����prr���� �h�f! b� ��°��rec��� �� �G�����r 1�0���. Acc��� �r�c� �irc�alatian i� ad�r�s��d �Is��h�r� in tFiis r�pcart. 0 �A9! ����a.����ic�t� g�����r��� �rir���6� � ��°��la������ �aa��� �� �����r��� �� a������o�D�t� ���a�c��a��� ���ac1��, t�r�e harnm�rh��c� t��rr��rc��t�d i� pr�opas�d �� t��e �nd �# �h� �riv�t� �tre�t v�hici� r��ef� th� T�'Fc�f� �im�r��ic�nal stanciar�s �iy �,rovidir�g a �0-fa�at �y 2�?-fc�a� t�tni�ag �r�� �uith � ?5-#c�r�t ��rr�i�g r�diu�. Tl�e �p�l3��nt ha� pr�p���d � as�e-�vay culpd�-saG ir� a�c��r �o r�duce ti�� �rr��unt o� c�r�di�g �n th� tc�pog��p�y, �1�aw�ver, the ouf�i�� r�d�us do�s rrr�t ag����r$o me�t th� r�q�air�d A�Smfc�o� ��t�id� t�r�i�g radi�a�. "i°h� r�q�si��d r��iu� p�a�aid�� 9r� 'c�r� pl�r�s in�€t�d�s ��r� o�' �,�h�� �pp�ar� to b� � side�vaik. Th� s�r�et uvidths and ��tter�� �r�: �iscussed in r�ore d��ail ���h�r ir� thi� r�p��t. Prr�vi�ia��a� ���1! b� ��¢�� ��a� p��i��ts°`s�a� ��d ��cy�l� ���� �fi ��sc� ���slitP�� a�� �6�o�rr� �� ��s �d�p���3 �a9��� Th� C;ity c�f�'egard �'����t�ian/�3ik� f��th �3�p I�c�t�d ir� #h� �o�-�pr�heP�siv� �9�n �c�e� r�at id�r�tffiy � prapos�d p��h in this �r�a. FIk�G�Il�BC�: E3ec��se th� �lan c#e�es nofi �how th� �c�tsi�� #�srnir�c� radiu� cafi fh� c�.sl-d�-�a� !�e�ts th� 45-faot �f�r�das°�i, th� A�ccess and �ircul�tion s��r�dard� h�ve r�at be�r� m�t. (f �he e applic�nt s�abr�ifs a �!an �hat shovvs �t�P radi�.as f�r fhe c�l-d�-��c �nriH be in aGCOrd�nc� s with th� TUF�6� st�6�dards, �he A�csss ��d CircuEatic�n �t��c���°�� dvi9� be m��. 's ! G�N�ITICl�1:�u�mit a r�vis�d plar� that shows th� ir��ide �nd c�u�sid� radiu� of th� ��I�d�-��c wifE b� � in accc�s��an�� with i:h� T1/�$�R sta�d�rc��. � a � rs �9�� and ��,�r� .����' R��@��r��`a'.�� �e�✓�9�n�. 9r� �dd��i�s�, a �ui�eic�u� of 2� p�rc���� a���� �it� ��a�ll b� i�ndsc�p��� 4/15/99 PUBLIC HF,4RI�lCi-S7AFF REPORT TO THE PLANNI�lG COMMI�'uSION u ����PAGE 14 L7F 27 SUE 98-0014/PDR 98-0013/VAR99-OU06-VENTURA ESTATES SU�D�VISION �� �a�#�� �arEier, �he grc��s si1� � af the �ra�p���t� pr�j�ct i� 5.17 ��. The I���s�ap�� p�r�sc�n �# f�e prc�j�ct ��ast, fiFieref�re, t�� � minirnue� ��' 1.�� �cres (20 per���t). 3'he ��plac�nt h�s not �ro�i��d c:�lc��l��i�r�� d��c�ibing �h��# p��'s�t� ���h� �6t� �iB� b� l�r��s��p�d. �3����as�th� pr�pc�sed tr�ct w91i �� .36 acres9 th�r� i� a r�ma6ning .67 �cr�s, or 29,1�5.� �quar� f��i r�main�nc� to �� I�r�d�cap�d, �/hile it is 2�ntaci��#ed �h�t �hi� i�r�c��c��it�g ca� b� pra+�id�d csr� indi�riaas�i Ir�t�, b�c�u�e ther� i� r�� r�er�imum I�nd�����d ar�� �r�d t�� s�#b�ck �x�nd�rd� d� �rat �pply, s�a� ear� na� �o��rrr� #h�t thi� :�#�ndard wiil be mr�k vuitho�t mar� inf�renatio�. �t�� ,prapo�PS fih�fi th� �pplicant b� ��quir�� tt� �ubr�9t � t��i��! �ui�dir�g fao�prin� pBa� or ��me o�her m�thod th�t �p���✓� the r�m�iaii�g ��,���.� sq��r� fe�t of req�aired I�ndsc�ping v�Ail! b� p�avsded. FlI�L�INC�: E3er�u�� th� ap�licar�t ��as ncst �rovwd�d c��tail on l�r�v� �t�� 2Q% 4�,r�d����ir�g ,r�qc�ircrr��r�t wi!! b� m�t, st�ff �an not det�rmir�� th�� th�s st����rr� h�� �Een s�tisfir�d. 3t th� �ppaican� ��abrriits � �l�r� that ���,ws ha�r ��ch ir�di�ric�u�l lof �an be I�r�dscap�d to ir�sur� ���f the tc�t�l 20% I�nc�s�c��irig r���.���-�rn�nt �vsll b� ��ti��i�d9 st�f� ��n �r�� th�� this �t�nd�ru ha� been rr��t. � �t�NC�iT'lt�l�:S�bmit � pi�n thafi shows 6�aw e�ch ir�divida�ai !a� �iB! b�e B�r�c��c�p�d to ins�r� that �8�� tota� 20% lar�r�s��ping requirern��t v�rill b� �ati��ed. �t�.blac Tr��.. �ravc�i��� fae� �a�b��b� ��°���i� ��y �� ��a���m��d �rh�r� th� �it� �baa�� � {�ublA� tra��i� c°�aa.a��, �°F�� r�cguNr�a� ����9d�6�� :��atl ��: �i���a� ��� � T'h� 9����0�� ��'�th�r�raa��it fa��lit��s a� g��� ����9 �s�� � �"h� �r�� ��� ���� �+��h� �rop���d ��v���pr����; k3���c� ar� 5t�f� revi�w af the Tri-Met b�is 9ine map, tf��r� is nn ��s line alonc,�. the fr�r�t�g� caf t�is d�v�lo�m�r�t. Tt��;r�:fc�r��, fihi� ��and�rd dc��s n�t �apply. FiP��l�1G�; �3�Gaus� ther� i� no bu5 �I�i�' �I�Ut�i�i� i��s sifP, ±hs E�a�lec 1"r�nsi� ���an�arci c�a�s nat �p�ly. �a°������: ��� t�r�s���� �sr��aa�i��� ����i �i€� i��e� �aa� an �e����dar��� witP� 4h� �°�qa�ir������ ��� �a�th i�a �h��a��s� °��,��Q ��d �9�� ��At�r6� �r� ��a� ����a��� �9�°9 6�d����� [3r�o�a�� P���w Th� �t�gio���s°is�y Dep�rtrr��r�t has r������d �i�i� �pp86c�tion ��d �d�r����d th� projec�'� cor�pli�E1�� wifih the �i�y's storE� �nrat�r e�r�6r��c,�.� ��t�����d�. ��� ce�s�rr���ts �r��er Pubfic ��cility �;nro�e���. �lR1pIf�G: ��c��ase drair�age �ill b� discu�sec� ar�d ct�r�ditior��:d if r�ecessary fiurkher in �hi� re�ort, this ' �tandard ha� �een satisfied. a � �_����D�d�ea���: W��r� @���'��i ao�dl�r c����a�pm��t �� �ll�a�+re� �rri�ha� a�r ad�ac��� �� ��� � '�OOmg���r�fe��d�f�ir�s �h� ��t�v �h�9� r�q��r� ��a��id����o�a�a �f�h� d������ic�� ��'��a�i�¢�n� ���� ���rd � �r�� ��s�° � �������r+a� �djc�l�ir�� �w�� �o�h�r� �F�� fl������in, T'���� ��°�� �h�i� a��9��� �ao�ti�a�� ¢�f � `� ��it�b6� �l����bon �'�r �h� �ca����������s� �af � �€ri������u���i����� ���t��sa� �r���c� �P�� f9c��d����a� is� � � ���o�d��c� �rith �h� �d�p��d �S�c���Y�°I�n ba���i� p�t����� ���n, a� .,.s a�ccording tca the adc�ptc�d FEl�iIA fi�odplain maps, the project sit� dc,es r�cat f�ii vuithirr th� 100�yea� flaad�lain, th�refore, �his criieric�r� dc�es not �pply. Fi�fDi6��: ��cause the �it� does nat f�!! within the �00-year �ioca�dpl��n, thi� s��nd�rd da�� �ot appiy. 4/19/99 PUBLIC HEARING-S i AFF REPORT TO TFIE PLANNING CO(NIvi15SIU?J Y PAG�95 OF�7 SUB 9&0014/PDR 9f3-0013/VAR99-Q006-VENTURA ESTATES SUEiDIVISl0�1 ...�� __ .. LA�D ������t?i�: �l��C�6'V��6 �1�.�3�) � re�.,:.��,.��� �.�r�B i.�1,�.� ° Th� �rc�����d ���9i�°+���� p��fi ���a�el��� ���h ��� ���Ei����� ���tms�� �a��i������ ��z� cm�h�r� ��pl6c�bl� ��°d��a���� ��d ���u9���an� �'h� �rcap���d pr���c;t ����i��� �rith �h� ��a��r��en�av�� �f�rd'� Low� �e��ity ���i������i d��a�ro�ta�r� fc�r tM� s��j��� po�p�r�y bec�u�e it campii�� �ri�h the �ppl3��bi� pravi�ic��� �af�h� ��amr��ar�i�y �3�v�l�p�rs��� Cc�c�� �,�hi��� �r��l�r��nt� f�� �f�n. �����i�r��� �ri�h th� ���c�rity o� sp���if�� P���f�ti€�r�s �r��i �tar�a�rds ha�a� ���n �ddr�ss�� pr�vir�u�l� eevithi�� ���is �e��r� �r�d�� �ta� pl�r�r��d ��velap��n� r�vQe�v �ec�i���. ���r�ra! ;���tc�ns, �cs� li���d �� �pprr�vaE �r•e��ri� f��° Pf�nr��� �c�v�6o�rr��nt�, ��� �ppli��bl� t� �ub�i�isi�r��. Th��� G�ap�ers �re li�t�d �s�d�r `TIS'��. .,.���'IC�i�� A��'��,�_.� ��j������� Th� �r�����d ���� ���a� �a��� G��t �� ��a��6������ ��� �,��� t��h�r���� ���6�� �h� �rae+i����� �f ��� ��������3�, �°h� �p�;@ic��t ha�� r�c�� ps�cav�i��d �vid�n�� �h�t fih� ps•c�po��d �ubdivssia� r�arr�� ha� b��n r�����d. �riQr to fir��i �9�t, �p�r�v�! fram if�l��har�g�r�rr �c���r��y r�t�s� b� prQ�ided to ir��Lar� �i��� t�ae r��r�ip i� m�a� d�pii��ti�e. �"F�� ��re�t� �ra� r��a�� ��^� 9�Bd ��t s� �� t� ������a �� t4�� �9�#� �� sa��di���aor�� �r�d m�p� �t � m���a� �a�r�������� �� �a���ivw�i�ns �6r�as�� �������� �fa�� ��������� pr�sp�r�� �� t� �r�t9�9 ge�e��� c�is�c�io� a�d oa� �il �th�� �°��p��t� �r�l��� fha� ��� s������an�� �t �� cr� ��� ��a�G� �n������ t� rra�c�6�ji th���r��t �� r��d p���rn. ���t'�f;� I��/Ol!$ !S t�I�GI.SS�af'C� 16l 6"t'1i3�'� f��tc�il �UC'�h�P!il ��115 9"���C�. �� �x�i�r���ic�r� ��� ���� �ravi��d f�r�96 �a�r��a�r� ���r�a���o����o �I�e �pplic�r�� 4��� prn�id�d �� �xpi�r���i�r� for �II comr���t� ir�g�r��e���n�� �� r�q�€r�d ��a�S, th�r�f�sr�; ��tis��t� �9�i� �rix�ri¢�r. �'�eei��� d�fi��ls e�f #h� prc�p���d improv���nfi� �re di��t�s��ra l���r 0� �d�i� r�epaa� ur�d�r F'��,&ic r�cili�i�� �c�r°�cer��. FI�C�I��; ����u�� ti�� a��licant has �cat pravid�d �viden�� s�� th� �ala� n�rra� �e�r�g r�verved a� W�s�in��c�� �a�a���y, �t��€�ar€ r�ot cc���rs��h�t�41 �f th� �r�lirn�����y �I�t ��prav�� st�nc��rd� hav� �S�er� addr�a5�d. lf th� ��pi����r# s��a�ifi� c�r��rrr�ati�� �rc�r� �l��iii�g��� ��►�r������t th� �rQps���d �€.:i�divisior� n��� is �c�t d��iic�tive �� ���r��i�� � r��i��d �L�bd�ori�iart nar�� �pprc���� �gr �'V��i��r�g��� �'��r��ytl ��6s ���r��4�rc� �a�� �� ��tisf��. �.li �t��r pr��R�i���° pl�� a�pr�val �fia�€��rd� h�v� �i�h�r ���� rr�et c�u:righ� c�r���: c:,�rtd�t�c���� �� di������d f�ter en this r��c�r�. G�3N�IT8�P�:Suhrr��t cQ��rr���ion �r�rn V1f��his�g�os� ��t�o�fiy �hat #he prt�pc��ed subdivrsi�� ��rrr�e i� ntat � dug�lic�tiv� csr s�brt�it ccan�irr��tion caf� ��va��� ��a�-adivi�itar� r���� ��Sprav��d b�r ���h�r�g��r� � ��ur���. a�� � ����`F�C.�P��L �����IQ�V� ����.����L� �`� �9��_�I?� � ra � �°'r�� ���sovale � � Ci��p��� 1�.790 r�s��a���� ���t�g���s�n �� ����� ��e�• �1�" �i��s�:t�r �� ��°��.�� ���o�Mfi (���� r�rra���� °� �� p�� ��th� d����c��sr��n� �f��e ��7�, The �ppl�c�nfi'� tr�� repe�rt s�afi�� th�t ther� are `i9� tre�s �r� t6�e si�� �+f�i�h ��v� d��m��er� gr����r th�r� 12 in�i���. T�t� �r�� r�pc�rt does n�t t���l th� tr��� �c� b� r€�rna���d or the �re�s �ha� �rs cor��ede��d haz�rdau� and m�as� be rem���d. The �pplic�nt �fi�t�s th�t gr�a��r tFo�r� 7'5°f� c�#��� �r�es wiBl be r��air��d� �,c�v+eever, staffi h�� �� wa� caf c�r�firrriing tho�. I� �dc�itic�n, the tr�e r�p�r� d��� n�fi A/;9199 PUBLIC HF.Ar�ING-�TAFF REPOR'F T'Q t HE PLA.MNlh1G GONlPfi1S51UN P,4GE 1G OF 27 SUB 98-0014�/FDl�98-0613/W,RF;9S-Q006-VENTUftR ES7ATES sUBGIVISIQfV � 'sd��tiify t�,� i�c��ti�r� af�r��s r� �d tca in 4h� r�p�r�. it� or�er �or �t � ��t�rmi�� �h�t �{�� pr�ap�s�i �€��pib�s witF� th� tr�e rnitig��ion r���o��men�, th� ���Isc�r�t r�u�� �u�rn�t � �l�� th�� ��r�����e� �h� #�t�i .,��. , ir��h�� �� tr��� ta �,� r�mc�v�� �e�d � �rag��� f�r mikig�ti�r� in ��r��li��ce �r�th ��cti�r� ��.7'�Q.�7��.�. P4 i� f����bB� t�r �hi� �t�nd���d t� ��� ��t 6f th� �p��ica�� ��r�a�19�� vr�th �h� r���sm���d�d car���:i�r� of �pp�AV�9. 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SV1,' � 70th Av�nue is �Iso 4ocated �o the s��t�� a�this site. 4/19iy9 pUBLIC t-i�AFtING�•STAI=F REf'Or`iT TO Y'NE Pl.Af`�hllljlG CC1�v1MIS51(:I�! � - PAr'aE 21�F 27 SUB 9�-p014/4�C5R 98-0013NAR�J9-0006-V�NTURA�hTAT�S�UEiDIVl�ION ����r��€�r� �ri�� Thi� r�aadw�� i� �4�����ied �� � B���I re�€s�ential �±r��� o� ti�� �Cty� t�f T'ig�ra� Tr�ns�r��t�to�n �i�� �ap. T'h�i� r��d��y �la��if�a��i�� r�q�.�ir�� � r�gh�-�f�v�� �9�t��rl� r�idt� c�ff �� �'��4, At pr���r��, ti��r� 's� ��praxien�#�!y 50 fe�t c�f �f��' adj��;e�t tr� this sit�, ��ca�c�ir�g �o th� c�a�t r����t t�x �ss����r°� �r��. T��r���r�, �li� �C�C�i$if3�l�I (�vdi��ti�n� �r� ��ce��ar�r � i/��ta�r� D�`s°�� �� ��rr�r�fly paver� but no� ���a�tr�c��d �ca f�ll �i�y �t�r�d�rds. an c�rder fc�r ��is �tr��t �� �urr�r�t �ity �t��dard, tf�� �ppPi�ai-�t �i�e��Pc� c�s��fi��a�t � !��lf�tr��t irnprca�r��e�t �i��� tho� ���d`nray �s � paa�c�f th� �arr�j���. T�i� impr���r�i�nt i� rc����ghly prnpor�i�r�at� tn th� gra���c��rc�r� �h�� d��elopr�s�:��, as shc�wr b�th� i��a�fi a��i��i� vvithir� �h� F'lar�ning �e;p�rtrt��;r�t �e��ie�n t�f��i� r��a��k. �!�'�n�t���S�re�t l°i�is r�adw�y is �Pso � loc�l ��sidenfi�C str�et �nrith � ��-f��� Gurb�tc����rb s�c�i�r� �r�d a �0-#��t F�CJ��. T'h� pr�ii�ir��ry pian �h�vvs th�t fh� appiicar�t �nri9i ��t�nc1 f�is str�et iret� thi� prd���t �n he�p pr�avid� ac���s fir�th� p�c�p�s�d ie�t�. �"he str��t vvid'�6� dimensi�n� wiid r�at�h th� exs��ir�g �id�hs. S��Ot�'�l�e�e��� Thi� re�adv,rr�y a� ais� � Ic�c�9 resident6�! stre�t ���t h�� r�r�f ���r� �m�ll� d�dQC�t�d �r�� 6r�p�ov�d �p tca th� s�a�th b+aus�c�ary �� th� �it�. Th� ��plic�r�t h�� prc�p���d tca ��r��f��ct th� p�a-�is�n a�� this rc�ad�a�y �hro�gh tP�� �it� �n �iig►�m���� with t�:e exis��rag����J ��d i�pr�caw�����r�s �� the �c�cafih. �uf ��fii1 ���� ��-ap�r���� �r� �h� so�th re����lop t� �h�r� ��1�! ar�d ��r��� i�pr���ment� ca� b� r�:q�air�d, th�re v�il� b� � g�p b�#�o��n tf�� �xi��is:g i�ra�rover���t� �r� tl�� �c��th a�d tf��� p��p��ed ne�r impr�av�r�ent�. �"i�� �p�li�a�t i� �rc�p�s��g �o t�rr�ir��t� thi� road�nr�y �� � cs�E�de-s��c r����-th� n�r�l� ��� �f�I�� �i��. ,� �0-d�gz�� ��:��d i� pr�pcs�e� �Q��v�rd th� �nd c�f ��i� �t��e� �r�d �rorr� �he�e to th� �r�d �f th� b�lb t��� �QU� atryd ��v�d width� wili d�rre�se� tc� 46 ���t ��d �8 fi�e�t r��pe�;t€��ly. ��eaus� this ��grr��nt o� r�adw�y v�+i�l ��l� ��rv� � fi�w ����, fih��� ������ �r� a���pt��l� ��a�rid�d t�►� ��pli���� i��t�ll� "0`�r� Parkir�g" �igr�� or� csr�� �ide o�'�he ro��vva� �1ar�� ti���� ���rr���t. Th� preiimie�ary �I�r� ir�di�a��� uvh�� app�;�r•� t�a �� � r�i�eci r��di�n it� �1�f T��h �v�n�� irr ti�� r��rre���� s�c�rr��r�t �e�d i� ���e c�al-d�-��� bulb. I� w�� rraf cle�r i� th� ���licant'� m�t��i�l� �vhy thi� is st�ow�, �ncf ��ch � rne�ian is nca� � sfi�nd�rd fe���ar� irq � publ�c �fr�:�t. �t�� �rae� �cat b�li�e�e fhis rn�dian i� r��cE���� �r�� �r���ld ir�cr���e �ity ��ir���r����� �ca�t� i� th� ��r��r� ifi it�a��e ir�stai�ed. Th�r�fcsr�, �I�� ��i�IICz��1� `��U�..9BC� �1L79: 't34: r��{EaWGC� �C) CC1C1���"�'�:$��'f�� 8"'�B��i��i ffi'1 �E�� �9l��IB� ��r��Y. !f the ��riar�ce �e� �h� ca�l-de���c I��gth s��r7d�rd i� gr��rt�e�, �he� t�U str��� n�r�� �c�r tfi��� �°��dw�y shduld be "SVV ���" PI���". Th� v�rianc� r�qu���vvi!! �e d����s��ed n�xt. � �/�ri�n�� f��°Cui���v��� �.��g��i� � �h� �ppl6ca€�t has asked for � varia�r��� t� T�'CJ� ��.81Q.03J(K), w�i�c91 sfia�e� �h�� � ��al-������ �h��i nc�t � be lcar�g�r thar� 2QC3 fieet. The appli�a��'� pi�r� we��afd ra��9t is� � c�i-�8�-sa� ��� 7Qth �ver��ae) �fi �°° �P�aro�irrr��tely 39� f��t Er� length. T6�� 1�.37� prc�vid�� th� �rit�ria �a� �r�ar��irar� a v�ri��c� a�ad th� � � �pa�ning J�epa�tr�ent r�+i91 �d�r�ss this i�s�� in �r��t�r d��ail ir� t��6r s�cfi�c�n o�t�i� �e�isior�. � � � � The Er��ineering D�par�r��r�t ��� r��rie��d �h� �p�ls��r�t'� fir��ir�c�� �o� �+hy th� v�ri�r��� sha�ld �a� grar�i�d. The a�p9icant �t�te� �hat th� var��nee shouEd b� gr���ed ��r�h� fi�llc�v�ri�€a r����r�s: �. Th� topogr�phy ir� �i�e ��cart�/�ca;ath �1ir�cti�n is i� exce�s c�fi 1� °/a, v+rf�7i�� wQ�ald yipld a str�et�vith � grade o��p�rc�xim�tely 1�%, thereby ir� v�iaB�fii�ar� r��City stand�rds ��5°/Q �ax���nur� �ra�e). 2. Th�re i� a ��b�tanti�i dr�i�agew�y �lo�g �h� nc�r�h�;rn b��r�c��ry, v�t�i�h �ho�Pd r�ot �� dE�turbed to exf�nd � ncarth��i� conn�ctiao� of�ifV 70th Av�n�ae. 4/19/99 f�U9LIC NEARING-�uTkFF R�PQRT TO THF f'LANNING CpR4tv11SSI0N FAGE 22 O�27 �UB 9&0014/PC3R 98-00'13NAf�99-0406—VEt�TUFtA�STATE�SUBDIVfS10N ' 3. �'h��r� i� � "lit���r sectia�� s�f 2��✓e �i�� �r�������hy a�prra�ir��t�iy 160 f��t i�o lengt� ra��r�inc� ��r�h/�s��a�� �i�nc� th� ��b��ct �ifi�'� r�o�h������iy bc�ur�d�ry �h�� p��v��t� � lo�al �tre�t frc��n b�Bt�� �c�r��tr�a�t�� �� � �hs��c�h stre�� �or�s��c��c��. °T"hi� f�a��gr�phi� ��r��tr�in�, ���r� �csrr��tn�d with �h� loca�ie�r� o�' fif�� �xi�fi�c� r��id�r�c� �s� t�� bad4�enhn� ��rc�l t� t�e �a��9 nc�c���it�t�s a �ul�d�-sac de�agr� �oe��� �r�p���d �x�en�ion c�f�i� �� �t��;�u�. ��'ak��i �rc�r� � iett�r frcam �he ��plic��t'� eng�n�er, d�t�d f��r�h �7, 199�), 4. �'h� c��� �r�d fi9E� near ��e ��s��rn b�a��ed�ry ��mt�ic� ���ul� in �xc���iv� irt�pa�4s �� th� r��tur�a! drair��gs �r��. ���� ��re�s �rit� the �irst �vv� ��ints, �3U$ W�5 Itl'8�;all�r I�s� a�r��abl� �� �'�int� �� ar�d �. Wl�ii� th►e ��apiic��t'a gr��iir�g pl�r� do�� ir�di�a#� � "dr�ir����:" ac�jac���t t� th� ��st��-n bo�a�d�r� of th�; �it� �hat dc��s �pp�ar�� Yura in a n�rt�erly ciir�cti�� �� a �r�d� caf�pproxim�4�l� 25'Dfo, ti�e �a�t�rly ��t�ro�i�e� �f �he 6�c�! stre�t wo+�ld b� c�as�bc�g �his �dr�ir��ge, r��� follov�rir�� st. 1s� �dds�ia�a, �kh� �x��ti�� hau�e fih�t is ���� ��t�r� �it�, �nahol� r�ot �hovvn c�n �he �ppli��nt'� pia�, a�p��r� #�s �ie Ic���t�d sa�cP� �P��� a� e�st�rpy �act�slsion �f �hi� roadvd+�y c��ld b� �iigr�er� ir� ��a�� � �va� tha� ����re �rvc��l� nc�� be a cc,nfli�#. �taff �a�c�d �i�is fir�di��� c�r� � r�view a#' City a�ri�l pha�ra� �r�� fi�pographic r�aap� th�t �haw the 6���s� Iacatiun ir� rel�tiar� tc� this si�e. �#aff �a�k�d v�ith fihe er�gineer r�r� n�arci� ��, �999, and �°��e6v�� �dd9tiona! writt�n in�orm�tior� �onc�r��ir�� �'e�in#� #�� �r�d #4 d�t�� iV9�rch 19, 1999. I� � �tre�f �,rer� �xf�nd�d �c�vv�rd �he �ast�rn bc�u�d�ry of �tz� �ste9 ssv�r�l c�rr�plicafiaor�� wauld o�cur. �=iP�t, th� crc�ss �Ic��� e�cr�a�es in �r�d� firorn �pproxim��ely 5% just pr��r to th� proposeci bulb, to �ppraxirn�t�ly 23�p/o n�ar tE�� �asterr� �Q�and�ry. 'VVitf-m crc�ss �iop�v t4�i� e�trerra�, the c��s �bcav� �r�c� ��� fiSl�s b�9o� th� �tr��t tirs�ul� b� �xc�s�ive, and i� card�� �c�r th� ��plicant t� rr���� ��� �i°iga�d �fian�la�ds for cross sB�,�es c�utside th� ro�db�� are�, ��fai�zirog w��is �vuc��aid be r�q�ir�d or �xt�r��iv� �p���p� a�d c�ad�v��lc��� �r�di�g t� rneet mir�im�m grading req«ir�i�en��. Trs�s� rr��asur�es vv�u9d �reGl�a�c; �cc�ss in�o #he 4ots �bu#ting t�e streeY.. Sec�nd, fh� exc�:�sav� cc�ts �nd �iff� w��ald r�s�alt in � �igrtificant di���arbanc� of the �t�eper- s{o��d ar�a and th� �r�:�� wifii�ir� �h�� �r�e�. Th� �appli��r�t r�a��9d lik� tc� �v�sid thes� irn�aac$s. f3as�d �.�pc�� th� ��d�ti�ar��4 ia�ficarrr��tic�r� ��ntaid�d b� th� ���pl��as��, arid furtY��r r��i�v� by St�ff, it �� ��r recnrnr��nd��ian th�f th� variance tc� th� cul-de-sa� �e��g�P� ���r�dard b� ������d. �c°e��a�����c���r��� �����a � �'h� pi�n po•opc��e� �h�fi �.�ts �8, �9 and 20 be serv�d frc�� � �r�vat� str�et. l'�1� 1�0$9 0.0�4(�) lis�its the r�urrsber at io�� t¢� �� ��rved fr�m � priv�t� sfre�t fic� � tcat�� �f s�� �6�. l"4��r�far�, 4h� prc►pc���d g�la€� wi!@ rr�eet trhi� st�nd�rc�. ��;ctiar� ��.���.Q30(�) �ISt? li"ida�c7��� �I'!�t ��2 �(��IIG�Ci� 5�1�II ��@SU�'� �El� ��t"1�1�1.l�� 1`C1�911a,�r'lc'1.5'!�� Y�� priv��e �ir��ts Pay �stablishing a h��r��nwnp�� ��sr�ci�tian. I� is E•ecar�arrs��d�d �I���t��� �ppsi��r�� �i��� a �t�t�r��r1t �r� t�i� iac� ofi t�-�� final plat ir�dicating the priv�te ��r��t ��ili b�; �wn�� �s�c� m�int�ined b� t�9� (:96`t'3�3�1'�I('S �Il�'�UVIII �3� 5�'.fV�C� ��/ It. I�1 aC�dI�IOPl, the applicant �hc�uld r�cord C�r�ditia��, �oy�r��nts and R�stric�ic�n� (���F�'s) al�ng vvith fhe final pl�f thaf vvif! clarify ha� �h� private �r�p�d�y awri�rs a�� �, to m�i�tain th� priarate �tre�t. Th�s� �;C�F�'s �t�ai� b� revi�w�� and a�pi°ov�d by tha� �ity p�ior �� � �ppr�v�l of the fin�l pl�t. Th� �i�y's p�blic irriproveme�t d��ign st�rroc��rd� requir� priv�t� �tr�ets tc� � have a p�vern�n� s�ctic�n equ�l to a p�blic lo�al stre��. Th� applica�i# tn�ili e�eed �c� pro��ide �his �y�e of � � paver��nt �erti�n. � 3°r°��f� ��s�in�er°'� �in�in�� � � � Lan�ast�r �ngin�ering �ubmitt�cl a �raf�ic analysis 4�tt�r, dated �Jctober ��, 1998, v�rhi�h addresses � the �raject i�parts c�nta ti�� adj�c�nt str�e� �ys#�m. 1�1�� le�tt�r stafes t4��t thi� site vuiil gen�rate approxam�fiely �� new trips durii�g the ,��vl pe�k haur �nd �pprc�xim�g�l�d 22 trips during �he �� pea� hour. TF��se trEp� will be �plit directianall� ��d the r�et irnp�c� tQ �UV 72 Av°enue during fi�e AM peak ho�r will be �pproxim���ly 'i3%, �nd �h� ir�pact to �W Lc�cu�t ��r��t vv�st ofi SVS/ 72nd ,�v�r��� during th� ,��VI peaic hour wiil �� appr�x��natel� 6U/o. D�rrir�� the PM p��k hou��, the impac4 v�rill be apprUxir�ateiy 3% on SW 72"d Av�r�iae �nc� �ppraxir��teiy 8°/n {ail sW L(ZCI��t ��I"f',et sA4�5t (?'� ��IV 7�nd /�v�nue. These �rr�p�cts ar� s�ail and wiil lik�ly not b� �atic�d by driv�rs ir� �he are�. Tl��refc►r�, r�o additional o�f�ite tr��fi� i�itigati�r� i� r��ce��ary. 4/19/99 PUBLIG HE,4RING-S7'AFF REPORT TO THE FLANFJING COMIv11SSION f'AG�23 OF 27 SUB 98-0014/I�DR 98-0093NAR99-OOQ6—VEMTURA ES7AT�S SUBCJIVISION �f9l�4�ro "t'�a� �6fi� �il� b� ����d �r�r�� th� °�°�s�E��in �'�ii�y ����r Cii��ri�t (1VVi(D�� T'h�r� �r� �xi��ir�g �r�t�r Bin�� An �'�10/��t�ar� �r�v�, �tdV 70�' Av���� �r�� ��f L�c�st �tr�e�. �°9�� �ppli�ant's �I�r�� �h�� fh�t �ha��e ��i��ir�g ����r lir��� will t�� �xt�rd�d �I��p��� thrc��gh th� �it�, �°h� app0i�ant +�a�! �a��d tc� �b��ec� �lar� a�prr��a9 frs�r� T�t�l�, �� � ��r� t�f�he ��fy'� r�eoi��r of��� ��blo� i�p�o����r°��re� pl���. �����a�� ��+�✓�ro T��r� i� �ra �xi�ting ��ir��h p�ablir ��ni��ry ��v�+�r Eor�� "sr� �"rl� 7�t" �ver��o� fih�t ����r�d� n�r�h��ly �h���gh� #ha� �ifi� �� �'�0 �I����r� ari�� ��d ka�y�nd. Th� ��p9ica�fi's pr�lirnin�ry �a�ility p(�� ��ic��a� th�t �hi� I��� vviE{ b� �s�� fc� ��r�r� �I� �f�h� iots 'sr� t���� �i�e. �'he �I�r� �P��e�� � �hr�r� �x��n:�a��a �f � publ�� s���a� 9iri� in ��V V�r�4�r� C?riv� t� ��rv� � f�w �f the raor�l��riy lo�s. Th� �ai�r� �rapo��� � p�blic ����r ��;t�;��isar� �rom ��J 70t" �v�:r�ue ���t�rly b�;�vv�en twc� bl�ck� o�' � lot�. �'��i��lly, th� �i�y avoid� 6����Eng publ�c 49��� �� ���k e�r �id� y�rds becaus� o�tl�e dif�c�a9ty ir� ��;ces�ing th� lir��s i� ��se a�f � br��i��g�. �"h9� sevw�:r 4i�� �ne��ald t�r�By b�; �pp�oxirn�tc�By 30�i �e�� ir� 9�nc��h, E�c�var�v�r, W�lI�F4 �C.�LlICI �7E' �'e3�a@G f �I��151E't� VU9tI� t�3� �bt�'s ���+e�r cg��nir�g �qs��pr��nt fres�-r� ��� rri��h�l� in �Vtf �0`" �v�r�ue. T'her� 9� s�il! � ��r�c��n �h�� this i6r�e c�,�i� kae vuln�raLl� t� br��ak�� d�a� to �'ut�r� €�nc� �or�s�ructior� �long th� c�r�rr�c�n prr�p�r�� ���� �r �fiher excavati�r�� typa��l in ba�k y�rd� of sin�i�-�tarni9y d�velling�. Hcawev�r, tt�� �ity c��Bd ������ a �ir�� in thi� lc�c�t@c�r� if it �v�r� car��tru�ted o� �ifiher� �V� �-900 or d�c��P� iror� pip�. Th��� �o ��p� ��t�ri�i� �re very stt•��� ar�d w�uld �� e���r��i�liy "bullet proof' ag�inst exc�v�ticae�s ie� �he ba�k �+�r��. 1'h�re�car�, �h� �ity� wo�ld ��v� lifi�le w�rry abaut f�.�tur� br��k�g�. St�ff r���mrn�nds t�e ��v�rer lgn� ioc�tiar� be appr�v�d p��vid�d the �ppficant cos�s�r�cx thi� liree c�#�i�h�r P1/� �-90� c�r cl�acti9e ii�an �ip�. �tor� ���a����:o T'h� s�ca�r�n vvat�r fr€�r� t�m� �6t� wiiB b� �can��y�d fio th� n�rth�rv�s� ��r��r af th� �w�� wh�r� it will be �rea�ed an� r-�le�s�d ir�fa a ��fiurai c�r�ir�ag� ch��ne� �that �ros��� �� �l�ratc�r� C�rdve. 1`h� applica�t �ubmitted a dov���trear►� �r��4ysis �h�t indi��teu �hat th�re sh�aald r�ct �� ��g�"civ� irnpac�� ts� the ��uvn�tr��r� sy�tern frarn th� �dd'e�ior�a� �torr� w�t�� �rc�rr� this �it�. Hc���ver, thc Ci�y �nd USA r�c�ntBy correplet�d � I�a�i�► �tudy ca� F��nc� �r���C. � re��lti�e� �irrd�nc� of th�t sfiudy 9r�dica��d ��fat ��I develn�m�nts within fhe C;ity m�st r�e�v,i �re�vide ar�s's�.� d�t�ntior� �aciiities. T��refe�r�, th� �ppEi��nt �i�i �� r���ir�d fo pr�vid� �n c���ite d��er��ar�r� f�LOli�y i�r ar�c9aki�r� t� �lh� p�crp��ed vv�t�r q��li�y�faciEi�y. T�-o� ��rplic�nt's pf�a� ir�dicatP� a i7�w �tor�r� l�n� �o be �xt��d�� sr� �i�J L.o�us� ��r��fi through �he �i��. f�r��e���, �h� line is si�ovvr� ta �tc�p �h+�r� o� th� e��terr� �oun�ar�. �in�� it i� ��knavv� �x�c�ly hav� th� �tr��i �vili b� ����n��d �r� th� f�t�€r� �r�d �h� ne��� fcsr ���r� drair��g� or� th�� �dj�c�r�t prc�p�rtyy �h� �pplic��r�t sho�ld �xt�rac4 th� ���Bic line tca �he �����;�c� �aa���d�ry (-TC�� 1�.81�.'10Q�. 747� �p�ii��r��'s pla� dr��;s ��t ��oc�v� h�� Ls�t� 13 �B�r���i°� 9�S �rEll b� ����ra���c�d�t�d �vith ��sa��r°i �rairi�ge ���III$I£;5. �$c��$ lr1/t��l�Q assurrre th�� �in�� �h� �pp9i��nfi i� prop��is�� tca ��t��d a pub9ac s�r�it�ry s��ver fin� alor+g the r��artf��rn �o�ridary c�� fihes� Sat,, then a storm lin� wc��f� �I�;a b� appr��ri���. A ��c�rm drain�e�e lin� ,�rvir�c� fihe�� f�a�r io�� vvc��ld �a� ���d to be a p�abiic li�e, b�t coul� rerr��i� a priv�t� faciii�y t�a b� �a�r��t� ��d u��infi�ir��d b� ��r� cavvn�rs r�� �ot� 'i3 �hroEa�€� 16. �t�ff � would r�corr�m�nd th�t �he �pplicar�t be r�q�aired t� c�an�truct �t1is iine af �9#h�r PV� �-�00 od� d�cti@� � iror� pip�, ta �aoi� f�at�re �r�bl�ms a� vva� mer�fiic�i7�d �� th� �anitar� �e�nr�:� ��ctior� o�#hi� repr�st. � ��c�r� 4�������a�&ity� -°� Tt��; �ity h�s agre�d to enforce S�arfiac� Vt/��er �l�n�gem�n# ���V�i) r�gulatior�s e�tabiis��d �y the � UnifiLd Sevver�ge F�g�r�cy (U�A) �esign ar�r! �csn�tr�a�;�ic�r� ��an�ard� (ado�t�d by ���ol�ati��a and � �rd�r �Jo. 96-A�4) which req�ire �he c;Ura�tru�;fiic�n of o���it� vv�f�r qu�4ify ��ciliti�s. Th� �acifi�i�� �hall be ci�signed to r�move 65 pe�c�n� r� the ph�sph�r�a� ��n�aic�ed in 100 per��nt o� tr�� stor�n wat�r r�no�f gener��ed trom n�wly cr�afied imp�rvious ��rfia�es. Ir� �����tic�ri, � rnainfi�n�nce pl�n �ha(P be sub�-ait�ed ind6cafing th� frequ�r�cy �nd rneth�ci ±c� �e �as�:d i� k�ep9ng th� fa�i9ity r�airot�i��d thrc�t�c�h �h� ye�ar. �rior tQ cc�n�trucfiior�, th� ap�licar�t sh�ll �ubrni�t pf�ns �r�d �al�ul�tbnns for a v�at�r qu�lit� facility �hat vvs)I c�n��fi the ir���e�t c��the l�Sf� D�sign �t�rldard�. E�a ac#da�ic�n, �h� ap�aicar�t �ha!! �ubr�it � r��ir�ten�nc� plar°� far th� fa�ility �h�t rn�s� k�� r�vi�w�d ��e� apprs���d ��r th� C:it� �rior�� �e�r�sf��a�tion. 4PI9/99 PUBLIC F�EARIiJG-ST/��=F REPORT TO TI-iE NLANNIiV�CC)Mtv11SSI�N ��lPAGE 24 OF 27 StJB 9$-0094/PRR 9&-0013NAR99-0006-VGMTURA ESTATEa SUBDIVISI0�1 A� wa� ���t�d ���v��a�a�i�, �h� li��r�� e� pr�ap�si�g �a pr�vide � t�t�d ��nr�l� �� th� �c�r�h���t cc�rr��r �� ��� si��. The ���iicar�t �h�W pr��i�� � r��ir���;�aar��e �cce�� ro�d ta� �h� fi��i99ty �nd �n� dr�ir���� �fir�a��c�r�� witMin tF���'a��9��r t� �ce�+r�r���d�t� �ity rn�int�n��r�e��t�i�le�. The ����ss r�o�d ��all �� p�u�c� ��d � �i�ai��arr� c�f°i 5���t rn�id�. �ri�r�� t�� �@�y �cc�ptir�g t��� #acifity a� � p��lic f��ili�y, �h� dev�la�e��h�i6 ������in i�#�r� nnir�9m�rrr� r��f �hr�� ye��s after� can�firu��ion i� �or��al�ted. �'he p��� �h�li b� pla��d ir� � tr��� ar�d con�ey�d t� t6�� ��t� �� ��� f3��al pl�t. 'Th� d�v�6op�:r wiil b� r��►ai�ed �� ��bmlt �n��a�l r�p��ts t� t�� �ity �i�i�h uhc��wh�� s��in��s���c� �ap�rafi�ns �ruer� condu�f�d �r� �h� ��cility for th�� ��ar. �roc� th� thr��-��:�r rr��i�t���r�c� pe���d �� c��p��t�d, fi�� ��ty wi!@ er�sp��t�h� f�a�iif� �r�d €��k� r���� ��ar�y� �rc�bi�r�s ���� ha�v� ari��� �nd requir� them to be r�s€�Ev�d b��Fcr� #h� �i¢�S v�iil t�k� c��o�r mair���nar,ce �f'the fiaci6i�y. 8� �ei�lifi��, tP�e �i�y u�eli �e�f��Ee� e�ver m�ir�t�nanc� e��tt�e ��Gility unl�s� �0 ,��r��n� of dh� iand����air�� i� ��t�blish�d �rsd ��aithy. I��t ariy time during �he m�ir�t�r��nc� pPric�d, fi�� I��dscapinc� fi�lis bela�va th� �� ��r�er�t lev�B, tf�e c��v�i�per shal! im�.nr�c�eateay reinstalB aE8 d��icient ol�r�tiir�� at ���� r��xt �pprapre�te pl��ting �p�o��r�ity. �r�dc�g �nc� Erc�sB¢�n ���tr��o USF� i�e�bgn �nd C�nstructior� �t�r�dard� �ls� regulates �r��icarl c�rtr�l �o r�;d�c� fh� �n-�o��t c�f ��diment �nd c�ther �olitat�n�s rea�hing f.h� publi� sform a�c� su��c,� w����° �y�tem r�suiti�g frcat-� d�v�l�pmer�t, �e�nstr�ction, gr�dRr�g, �;e���e�#'sng9 cl�aring, �nd ��y �t��r �cti�ify whi�h ��cc�ler�t�� �rr�sior�. F'er U�A r�gu9�tians, th� �ppl6�a�t is re�ca�r�d t� s�br�nit �r� era�sis�ra �c�ntrc�l pl�n fc�r City r�vie�iv a�+�1 ��pr�val prior t� Esst��ance af�it� p�rrr�its. Th� ��c����l �I��� �l/�ter A�t r�qc�ir�� �:h�t � �J�ti�n�� F'�Il�at�r�t Di�ch�r�g� E�io��iruafii�r� �y�t�m (�9PD��� erc�sic�n ca��rol p�rmat b� i����d f�r �r��r d�veloprn�r�t that w111 dist�r� five or mcar� acre� e�f I�nci. ��nc� ��s� �ite is over�ive �rr��, �h� d�v�c:l�p�r�nriil b� r�q�ir�d to �b��ir� �!� h!�'�t�� Q�rrnit �ram � th� City prinr to ccan�t�uc4i�n. T'hi� permifi will b� ��su�d a9�r�� �ith the sifi� and/�,r ��ailr�inr� p�rmi�. T���e �ppl���r�f'� ��si�ra er�gir���r r�all �� required to p;�par� � fir�a! gradinq plan ft�r r�����r �r�d ap�rav�l. T°he pla� sh�li d�fi�i! fhe ,�rUV�sin�is �c�r ����c� drair��g� af fi3�� (��� th�t �re tn b� "pad'° grad�d �c� ir�s�are #f�at th� drair��ge i� dir�c��ed to �h� s�rr���car� pa�b0ic f�ci�ity ap�arc�v�d b� th� ��gi���rir�g i��p�rtrn�r�t. /� ��ils r�p�rt �haB! b� pr�vid�d det��ling th� s�il cor��action rc�q�ir�rne�fs cor�si�fer�f wifi� th� e�qu6rem�r�ts of A�pe�c�ix Ch�p��r 33 of th� lJr�i#'orm ��aiPd4ng �ad� (�J��). �`�e �p���i��r�t �rili �f5c, b� r�quir�c� to garov�de � c�et�t�chn���i repark, p�r �pp�ndix �S�apt�r �3 af �h� 1��3�, f�r the propo��d �r�dirsg �l�p� c�nvtr�action. TE�� r�c�rr�mend�fii�ar�� �af th� �e�c��k o�vi!! n��d �� �Z� ir���arprr�t�d ir�tc� �he �in��� gra�inc� p�l�r� ar�d � �r��i cc��s�r���i€�r� ��p�tvisi�n repor� rro�as� k�� fiP�d u�i�h� �i�e Er�gir��erinr� D���r�m��t �ari�r to is���n�� of buii��r�� p��m9��. Th� appli�an� did ���ka�it � r�,�c�a� �r�rr� th�ir ��c�fiechr�ic�E �rrgi���r, �nd #h�re were cr�rn� ccan��rs�� �bc�t a f�� ���h� i�� lrac;afiica��. i�c��re��r, ��t��f'��li�v�:� g9��� if�l�e ��.a�a6ic���t #r�llcaw� th� r�c�a�rt���d���c�r� giver� by th� ���sf�chr�ac�! e�gE���r, th�r� !$ Iw�L^�Sl�I�' �� G1a61 a�f't.l�t��'IE.?�SE; �t7�� li1 � �ar"�.�� i�'i�i�tiv�. Th� de�igr� enc�sr�e€�r shall ai�o iredic�fie, ar� the gradir�c� plan, which Int�vviil h��✓e nat�ar�l slopes bet���n 10% �r�c9 20°l0, as we{I as 4ots thafi �i!! hav� natur�l slop�e� in ex�ess e�f 20°10. �"his informa�ion will be �, r�ec�ssary in d�termining if spe�iai gradinc� snspevtions a�c1/or }a�rmi#s will be nece�sary rn�her� th� i�e�s � d�v�lc�p. � � ��d�°��� A��i�s�m����o � Th� �ity of Tic�ar�l is responsible for a�sigr�i�-ig �c�d��s��s f�i• p�rc�ls v�E�hin fh� �i�y c��F Tigar� ��d � within tha Ur�ian �er�i�� f3oundar�r f,i..1�B). Far �ar�el� withir� fihe U��3, �n ac�dr�ssing ��� ii� th� � arr��u�t af $30 per ac�dress shall b� ��sessed. This fee sh�31 b� paid t� th� �ity �arior to appr�val �f th� fi¢��! plat. For tilis prajec�, th� �ddressin� f�� wiil be $660 �22 Ic��� � �3�/�d�r�e�� � �E60). FlN�71N�: E3a�ed on the infc�rm�tio�n provided �r�� �ngin��ring, th� �ppliear�t's pl�n do�� not �uily cor��ly with �I1 c�fi �h� �tr��t ar�d iJtility Im�rQV�ment �fi�ndar��. if th� �pplic�r�t c�mplies vvith t�e Conditi�ns 10 �hr�ugh 37 sp��ci�i�d at th� b�gira�tinr� of fihis r�pQrk, �h�er� sfi�fifi can d�t�rr�i�e th�t th� �tar�d�rd� �O�z�� be�� m��. 4/1�J/99 PUDI.IC HEHRING-STAF�F R�POFZT YO THE PIANNiIV�CC�MMISSICIN �� f'AGE 25 O�27 SUB 98-0014/POR 98-U019/VRFt99-OG06-VENTURA�STAT�S SUBDIVlSIOP� ����'6C�(� �� C�1`�� F ����.�.�. '�'h� Tag�r� ������ ���a�m��a� h�� r�vi�av�� thi� pr�p���! �nd ra��r�� nc� ���rre��t� rar�bj��tbc�r��. T'�� °i's��r� ��61d�ng �ivs�i�� has r�vi�u�sd 4�es pr�pos�9 �nd h�� �tfered �h� �sali�d���� ��mrrte�t�: (1) t�o �'ark`r�� sBgns �nd �urk� r��rkir�g� rar� ��� sid� c�f str��t ��s� �han 3� f��t; (�j�r� �ru�k �c��s� fa v�+6thir� ��� �e�t of rr�o�t r�mot� �xt�ri�r wall� r�f b�aildir�gs on I�t� �, �, 9, �q ar�d 1�f (�) P�-ov�de c�al-de- ��� w�ri�h turnir�g rad��a� in�id� c�i 25 f�et ��d c�utsid� c�� �� ���� (U�C �t32.'�.2.3); (4) �'ravid� fare , �c�ess r�a�d �v�y nafi i�s� fth�rt 2(] f�e� wide (tJF� 902.2.'I), (5) �'rr��id� �r� hydrai�t �� th� ��r�r�r c�� Tr�c� P� and �W Lc����t a�d �s�try t� th� ha�m�r P�e�d �riv� �nd Lc�����; (6} �r�v�d� �a,c�rrn dr��n iL�4�eriC�� ,'�e�.S6�i� C� ��L.S �� E�F� ��� t lJq �y J y� t�'�� 6,1. �F�� �lt� d3� �6���'C� ��9�P'��H011� ����rt�er�& ha� r��eier�ed fhE: pr�peas�! ��d �ab��d,�the fo6ic�wi�c� cc�nc�rns: �1� A� th� �irne i�d�vi��a�! int� �r� develcs�ed for t��: �uilding ��velr�p��, �rith �� �n�a�h siop� a� th� si�� h�s, it; cr����� t17� nee� f�r cut �r1d f�! type of gr�dQng �hich car� b� mor+� disr�pti�e� �o the r��t �y��terr�� �nd veg�taticrn. �2) V1lha� i� �h,� �9r�ie tih�t �h� tr�� r�t�n�io� r�tio is ea9��9�t�d'� �'hi� r���ds fic b� ac��r���ed. !t i� sta��d th�t a r�tenti�r� great�¢� t9�an 75°/s esf h�althy trees gr��ter t'�ar� 1� io�ches on si�� �vii! b� provid�d, providir�c� ���i���cti�n vf�ectior� 18.79Q.03Q. ��aff��spc�ns�: 7'h� i..�;sues r�is��' �re v�lic� �ncl sP�aufd �� ac��r���s�c� tl��augfa �h� r�vis�d �re� a��r�rt�h�v�rinq t�� fypec�P bt�ildanc� �r�v�g����. l"h� rnF��c��fidrr r�c�s�irerner�t� incf�rd� �11 tr-ee� f� k�e r�m�+���' �.�r� indivi�'ua! l�ts fe�r filae �af��ement c�f s�re��ct�r�s. Th� r��i��d fr�� �l�r� o�rr�s# �l�c� �ak� in�e� ��count �r�din� r�;qc�irec� fiiar fh� h��ldf�rg �oofprin�s. '�h� ��ty saf�°eg��a� ���r�te��� ��ilnty �ar��ge� has r�vi�w�� �he �ropc��a� ��d �:��r�d t�� fc�ii�av�i�� comrr��nt5: Questiar� if�h� T'r�ct °A» �rea i� pr��as�d tc� be p�blic. If th� tra�fi are� as r�o� p�abli�, a� ����r�er�t is n�ed�d �i�nc� i�ie s�nPrrr ii�� b�tw��� fi9�e 7Uti" ����u� ��t��a�i�n �nd ��/ ��r�fiura €�r4�+�. (��e�tior�� a�� �I�o r�i��d r�gardia�� th� r���d fzar �n �d�itiana! c���h �asin. 1"�PS� cdm��n�� �r� acidrs:ssed �nd�r PU��.l� F�.�ILaIT� ���9C.;�F•�� discG��s�d pr��oac�us6y in �his r�pc�rt. ���°�� �ia �,�.�.�..'�����.��1� '!'�� �I���ie�� ����r��� Ag�s��y a� VV�shing�rar� ��ur�fiy h�� r��i���d �hi� �r�a�ac���i �r�c� h�� ���c�r�c� cor�m�nts wh�ich i��v� b�ei� incorpora�ed inta th� body af thi� r�pcsrt. Th� ����g�an ��vi�B�� �f �tate Lan�s has reviewed the pr�pa��l aff�r�d fihe foil�win� cc�mm��ts: ,� � sm,all drair�ageway r�n the prape�cy ��y b�jurisdictior�al whi�� wai�ld r�q�ir� � ��L �aer�it 9� i�r+p�ct�t� � ti�r�ugh d�velopm�nt. ff �nder 50 cu�ic yard of rn�te�°i�l i� a6fiered, �lled or rernoved � permit wo�ld ' r�a not b� required. � � 'Th� �1S Arrr�y ��r�� �� ��gi���r� has re�i�w�d �he propas�b ��d o�F�red th� solis��u'sr�g c�mr��nts: � Ba��d on ��re dr�winy �ubrnitted by� �co��� �nd As���i�t��, it appear� that th� t�arr� in 7Q��' (ac�jacer�t � �a Tract P� �nd la� 5) may effec� �he dra�n�y� by gr�ding at the so�.irce. A p�rmi� w��ald b� raquic°�d if th�r� i� any gradir�c� �vithin ti�e �rainag�. St�ff r�sponse: A can�'itiorr v�Elf be ��t�chec�' req�ir�ng permi� ap�e-c�val from the US�1rmy �c�r�s of Errgin�er� ans� D�L if fi�er� is any alt�r�tian pr�pc�se� for fhe dr�inage r� #h� 2���'aot buff���rea. 4/13/99 PUBLIC HERRING-�TAFF REPOFt7?'O THE PIANNING GC)MNfISS{Oh! PAGE 26 OF 2.7 SUL3 98-0014/F'DR 98-0013MAR99-0006-VEPJTUf�ESTAI"ES SUBDIVi�ulaN — -- - --M`.� �...- _- '�t�� �'�����i�a ���1�� ����� �� �� ��� r�vi�v��d #h� �r�p���d �n �r�d t�� fo�ir��rer�g cr�rr�m����, i��� l���� r��i��v�� �E�� pr������ �a�� ��� r��t opps���� t�► i�. 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'P�.e �z�.��a c�f��I.�c���.a���tr�et iax f"ro�at af c�ur h�c�nn�s �,n�1 at t�� �o��t of��c�ss to ti�e �r��s�ed de�e��p�a�nt i� 27 f����nrxc�.� ��.��a�t���a,��a, not 35 �'a�'� as ins�ic��ci on�c�u� �a�l��r�.zlary d�si�pl�n.. �i�ce resic�en� ir� Aur aa�i��.bor�.00�d r���.k� ��d,��sa.�� a�� of e�n��tr��t p�3�a��, tlnis le��e� �nywher� b��;�=e�� 1� �0 15 f��t�af str�e��vai1��I�: �'or��hi�I�s t� ��s in frant a�'�u� ��Qrn��, �,nci i�x a11 ��k�Yiho�d �n ��a� �°�,�ur� �'a�° ir��e�� �rae�/a�r eg.�e�s t� t��.� �le�elo�a��r�t�i�n °�'h�: 12 t� 15�f€�o�a�ctth �Q�s nQ� �lo�v fo� t-�vo-�ay t���. sia�.c�you�°�z•��s�ci ci�e�e�r�pm�nt�i�l zr�r� t��r� �q�z�c.�a�x�I� ��� �xs�����' tra�'�� in f�°�a�.t mf o�t• x°e���trv�r�esi��ra��s, v�=e beli��e i��i�,��s�rr�p�� �orp�z°atic��z n��cl� tc� x°�-�val�at� ��a�ar �rmpo��d �it� d��elap���a� f�r t�� fallc�win�r����s: �� '�'h.� �.�r�al�.�l� �t�°���;�.dth�il� �°���.ai�axa �.a� �����r�� �ar���za�t�f �ehicl� ce��.���t��,�a �� f�°ont of v�x� r����ex�c;�� �) �`he mv�ila�sle street°i�vi�.t1��vil.1 I�an.i���.�r���c,y v��icle a�cces� ta a�ur re�id��c�s, a��d �.1�� 9:,fl the pr°€���ed e�e��la�m��t �° ���believ��ek��.t��rm �..ss Cor a�~a��car� �.���s '�a ��z�i�-��I c��z-�id�r �.�ditic�nal � P � l� �l � sit� angr��� �nd ��x°e�� tc� t�Z� si�e. '�V� �r�pcaN� ���� an �.ddgtior�al ���ess � �'6� � i7�r�tura i�t�e�u zrri�e€�ia��l� to L-�� ��Qr�t��f�i�� gare���ed �.��elapaxx�rnt As tl�e � zxs.a�9:b�rz�fi��al �nc� �fficiex�t 1o:cation. �+'�OI'�e�a#;�a�°���z�e�t�s �xaach. �ura�.�� t�a�x� °°� our or�i��a +�f'����r�c�.�t�t�e�t asad. a� bett��° d�si ed tm t�e �uvp-vva � � � � Y � traffic:. � � � s Cntyspmns Ys�u��t1:er#1 Page 2 of� T�ropa��l�W g.,acaaat�f,reet 17ev�lapmeni; Augar�'c 31, 1�J8 'i'f�d,�Dze�on ' As �.��con� ����.�, w� b�li�v� that the ��p pr+��e�i�a� nx�l�.ugdz�t 26, 199�, �ra5 xx��ssi�a��.x��.rn.�aer a�f 1�-inch cii�.r.�a.�ter�r����c���h�va��s��rx�ard�r af tl�e pr�pa��dl sit.�; �Ievel��xxne�.t. �e �°�q�z�s4;that�C���a�s ��rp���taon�°�-�;��.�r��� th3s ���ion af the prap�x�t�r far 1��°ge tre��. �f ye�� h.�.ve �n� qax��ti���, �ales�� f��l fre� �a�c�rat�,ct�,�.y af t�.e belo�. 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"s: r�..�"'�;c t+ w '�� .d �} � • F � ` � � a-�: j+ �� KPt l'. •L^'� r� 'T�' , I �b .�� > ..4 � f �. .;•. l���Jr ,, �y : �.� :_ , ', . � bAfYl'' ..C•, r I'�^l � 'f .f L',� � r '+� ' '���:/ � ' � , k `, Y.": , }T f.$� ' S i "� � � `.��: � �..il < r�, � /^ � 4 ,1 :1 �..{.i y ; �`/ �' � � t �"'.t 7^ i .}.� _o-�: ,y F ��., I 1` 4 1 . _ 1 1 �� { i r T ��� � �-' S �< r � d-. �• t 1 I �� •I P>' :::: , _ . ., ., . � .- � .�n. � z. ' F '. .� ��..�i v.':�...::� ..-...�.�-... . .,s._... .. ..,.. _.._....:A�. .a4�;».-. ,., .., _... ._.,.,.._ .,�..sadi:...�s� t.a.�....s...._ ...........a.. .. .e.F.. ..,_.w'?sil..��._�r�.b.._�_ r-------.�.� f ` �.����@�.C��`TF�3�' I� I 1) F#F�E APRA�dATUS AGCESS Rt'3AD D!S i A�l�� prepar�a s�2ciai ins�ecii�n and siructura!obser�ation �5) �K?A9MEt��Bo-��63�'Ii�3iAE��-FiR�M�'t�3R��: �10 l��20�H BEilLfFi�7G�,Adt?Ti�FdtdA�30liP€€3S: kccess program for approval 5y thz truiiding oificiai. The design porYion ei the�xtsrior of a cammarc'sa9 buitding shall b� roa�+s shali be within 150 feet of all portions of th2 engineer shali give ir writing finai aoproval of th�bridge to lecated�rore 4h�n 25��e$t firom a fire hydrai�t a�r�n exterior wali of the firs?siory of 9he building as Yhe fire departmeni aRer consiruciion is�ompleied. measuie�in an�pp�oved manr�r a;eund t?�2 outside of measured by an approved route around the exterior of Main3enance of Fhe�ridge shall he the responsi�iliiy ofi the the buiidire�and atarg an appro�etB flra apparatus�ccess the buiiding. An a�proved turnaround is requir2c�if the Pa�ty(iss)thaF use(s)the bridge for access to 4heir roadway.(l1FC Se�.J03.4.2.i j remaining disiance to an approved in4ersecting properiy(ias). T�e fire distric�rnay at any 4ime,for due roadway,as measured siong the fire apparatus access cause,ask ihat a regEster2d engineer inspect the bridge '�6) St�lGLE F�91�.�'f�'+i�E��16��5-F16��FiY6f€,�AiT�: �ire road,is graater ihan 150 feet. (UFC Sac.9d2.2.i} tor structu�ai stabifiiy and sourdness at the expense oi the hydrants ior s'srgle tami�y dwe3{ings�.nd d€spiex�s shatE i�e property ow�ner(s) ihe bridge serves.(UFC Sec. plac�d at each in3ersectior. intermediate fire hydrants are 2) f2��aD E�1�7 Fi�?.DS: �ead end fire apparatus ac�ess 962.2.2.5; required iP any po�ion oi a struc�aee exceeds 50(3 fe2� roads in excess ofi 150 feef in length shall be provided witn from a hydrant as rrieasureu ir�an appr�ver!manner an approve�turnaround. Diagrams o�approved 4) Tu����G,ADi�'�: The insicle turning radius and outside around fhe ou�side of iF�e strucf�sse and ainng approved turnarounds�re availabfe from the fire district. (UFG Sec. t�rning ra�ius shaii be not less 4han 25 feet and 45 fieet tire apparatus access roadways. Placemert of addi6c�r�at 902.2.2.�)—(see diagrams on b�ck) respective�y,measured frem the same ceroYer point. (UFC fire nydranfs shaii be as apg�o�e�by ths Ch�ef. (U'Fr Sec.902.22.3)—{See diagrams on back) Sec.903.4.2.2) 3) A��ESS R�JADS P�t�,7ACE�T TCb BL�6L�JINGS: Access �a} �Q��g{�I�FG S€GiVS: 1Nhere fire a�para9us roa�'ways 17) Flfi�hiYE3R6��E'T L33STJ�iCc��i�Pfi dkf�f���ESS Rt3�: roadways shaii not be closer than'LO feet to a structure are not s�fficieni w.idth fo ac�ommo�ate parked vehicies Fire hydran4s shali be i�cated nof m�re thars 15 geei ir�?n unl2ss iopog�aphical restrictions dictate the location.�°i1FC and 20 feet of uncbstrucfed driving surfaca,"No ParkEng" an appraved�ire apparatus accFss ro�dway. (€�FC�ec. .302.2.1) signs shati be instailed or cne or 5oth sides of the 903.42.4) �}) F�E AR�AR.4TllS ACCESS f�s�A[3 EXvc�TION F�R road��ay and in turnarounds as reeded. (UFC Sec. AUT0f�9�STiC St t�INYaLER PRQTE�TBOtV: When 9J2.2.4)Signs shall read"NO PAR:ING-�IRE LANE- ��) �9R�FlY�R�N'�'fri33E I�EP��'RA7E�9��C3P�N�CTE��v: fi buildings are compiet�ly profected with an approved TCln/AVVRY ZOhtE,ORS 98.810-93.812"and shali be fiire hydrart shail be toc�ted tvi#hin 70 fe2i of a fire automatic fi�e sprinkier sys4em,the requiremenZs fior iir� instailed with a ciear spaca above graund level of 7 feet. dspartme��conneciifln iF[3C). F�re hydrar�ts�r�d FD�'s appa�a�us access may b�mrdiiied as approvad by}he Signs shal!be i 2 inch�s wide�y i 8 inci�es higfi and shall sha{E�e f�scaFed on ihe sama side of the Fre appar�ius Chief. (UFG Sec.902.2.1 Excepiion i} have black or red letters and bo�der an a white access raa�way.(i1�C Sac.Sd3.4.�.�)FCC 6tk;afios�s backGround. (UFC 5ec.341.4.�.(S)(2)&(3))—(See shal!be approv2d by�he��iei. (i99S(3regon Struct�ra! 5) �1DD6�'l4hE.�`L ACCESS�G��3S: Whers tFere ar�25 or diagr2rr on bacA) S�ecial4y Cade>Src.9d�.1.�) mor2 d�velling�,an approved second fi�z apparatus access roadway musi be provi�ed to a city/county ��1 p�����'�����- Fire apFaratus access roadway curbs 19) �If���7�P1��3TR9Ea�i'Cf36��i�CT10PdS OFi�C61L�!t�4ta5: roadwau�r access easeenen2.(tSFC Sec.902.2.2) shaii be�ainied yellou�ar,d markad"NO PAR1ClP���IRE �=ire departm�n#conreetio�zs shall not b�':a�;afed on the LANE"a4 each 25 feef. Leti2ring sh211 hav2 3 stroke of buiici�ng tha?is being proiected.(UFC Sec-9G3•4•2•53 5� �IRE e�SP3'.Afi/A�4FS P,GC�SS RUl��t►dl�TH AND noi less than one ir�ch Nride�y six inches high. (UFC 5ec. d��'�ECAL C��ARA4�C�: Fire apparatus access roads 9�J9.4.5.2) 243� �9A9CL�F�€�IL,Y D'+ld��L6?d��-$��tii!!@���3 F9F{� shail izava�n unobstructsd width of not less than 20 ie�t ��E#�f: i he rninir�u.m av�ilabi��ire flov�6or�irgi2 fa�ity (15 fae!ior one or two aweliing units and out buildings), ��) ������ `�re apparatus access roadway grades shati not dwe9fings and dup3zxes sn�.ii be 1,Oaf3 gailarss per rssi��,�te. and an unob�trucied vsr#ical ciearance ofi not iess tnan 13 er.ceed an avercge grade of i 0 pereent+�vith a max:mum If the strucfure(s)is(�re)3,6f�0 se�uare fest or la�ger,4he teet 6 inches. (UFC Sec.902.2.2.i) gra�e of 15 percenf for lencths of no more than 200 fee�. Fequired ir�$6a�+sha(I be�e!ertv�in�accarding to Lf�C Interseciions ana turnarour�ds s��Il�e laved{maximum Appendix i abte�-11i-A-9. (F1F�:Appen€fix!:9-!k,Sec.5} 7j St9�€��,C�lAN�3 L�F,�D CA�A�lTIgS: Fire apparat�vs 5%)v�ith tFe excepfien of crowni�g for water rur.-olf. c�ss roads shai�be of an alE-weadher suriace 4n�t is Pubi�c s4reets s�all have a maxirrtum grade oi i 5°!.(UFC 2$) ���'����j������-���������`�������- iiy�iisiinguishabie from the surroun�ieng aroa and is Ssc.902.22.6) fie�ulred C�re 4lotrv foE rural�uilc�ings shaii be caicuiateci ies pGmte of supparting not Eess fhan i2,500�ounos point accordance e�+�h Nationa6�€e�rct�c4aon Asso�.ia6srs laae4(�rrh2si laa�)a�c 50,004 pounds iive load(gro�s ��� �������@�`��lL.UlN�S-Ft�Gi31RED�fr�E r�.�i�`: S�andard 1231. Pf�ase contact fhE Fr�P�r;arshaS's f�ffice vehicle weig�t}.You mav�ssd te provide riocum�ntation The r�quired fire fiow for fhe�uiidin�shall nof exceed io,speVia!hel�and other requireanen4s thai wi1E appiy. irom a registerad e�gineer th�t the design wrill be capable 3,OOL galicns per minuis{GF[vi)or the avasiabie GPPA in (UFC Sec.943.3) of suppt�rYirg s�eh f�ading.Dxurrrenfation from a the�v�t�r c�efivery system at 20 psi,whichaver is iess. A reoistered�ngine2r ihat tF�e finished consfsuctio��is;n worksheet for caiculating tne required fir�f3otiw is availabfe ��� ����SS�D�3EiC 1=oG�9Y[Plt�i.jVA'FE�v Sel�E��� accord�nce wi�h?he a�proved plans ar th2 sequ�remenis from fhe Fire�tarshaf's Oi�ice.(UFC Ssc.903.3) ��►��������T��1��'��1= Rpproved f�e appacate�s of fns F�re Code may be rsquested.{Design criteria on access roadways a�d fiee figh;arg uvater supplics shaSi be backj(iJFC Sec.902.2_2) '��) COPJdfVfERCl��B�!�.E3�lVGS-�II�J�hAUa�f�lf�RBEFE(3� insta!!e�ar�c operatiortai p�ior to a�y o4h�r construetian on �lRE H`�DR�P!a S: The minimum number of fire hydranfs the site or subdivision.�l�FC Sec.8704) F3) 6Pl�D€'a��-PrivaYe brdyes shali be designed and fior a 5uifding shali be based on the required fire flaw prior cons?ructed in accarciance with the Sfaie ot Ore on 4o giving any credits for fire protection systems. There 73) �PlCX�t�n: fi,Knax 8ox#or b�;i3d9ng sccess is requir� Dapa�tment of Trans�or±ation and Ams�ican A�ociation sha!(rot be iess than one(1) fir�hydrant for fhe Eirst ¢or#his�uilding. Ffeass conta.^.t the�re Ma�shal's C?�ce c�f State H@ghway and TzalsporYaiion C�fficials Standard�. 2�GQ0 gafl�ns per minute(GPM)required fire flovv a�d on� ior an orde�far�a�d instructions regarding instailatidn D�sign loa�i sha(i corform�+iih HS-25 or greater. The (�)aesditi�nai fir�hydrant for each 1,006 GPM or;�orien and ptacement.{LEFG Sec.302.�4) ciesign and speci�eation�iar�ridges sha11 be prepareci by �hereof over 2,C00 GPMI. FEre hydrants shail be evenly a State of Oregon registsre�profiessional engineer. ,4 spacad around the buiiding and their locations shafl be �`�) �������a0�95: Site'snspectiens may 3�e re�uired. building permit shail be obtained for Yhe�onstruction of the approved by fhp Chief. {UFC Sec.903.4.2.1) �g��_�gg���;���m�ire�acie br'sdge if e�quir�rl by the Guiiding o�ciaf of the jurisdiction w�ere the bridge is?a be Cuiit. The design engineer shall �5���;�3a flr�c�on�trsscturai S���Qal�y�ode t � �� !� j�j �" U U F��� � , � � � �9`�� .... — - °�"°�'°�. � ����� �������� ������� ����������°�` �lJ�C3�°�l�a��! ������� ��� '�l�V� ...,..�.� . -- — �. ti ��b�o�f��: J�r��ar� 1 g, 1� ������� ��-��-r�s �c�������i�r� AP�d I�e��'i�� ��e�R�°i°!V� ����.�����e A�hwc��d 4��s��� �7�i0 �9PV ����r C�r. �����r�tc�st, �i� �7�n��69'i S < i�li���t� �fs�rn�s 15��0�. €�c�p� L�ne C�����+� �e�y, Ca� 97045 � ,�f�PL[�A,f�T'� R��R��E��'��'iV��a Kera ��nd�l��t E��r�d 5�lu�ions, lr��. P.a. �ox 3� 9'f4tJ �.�. �t. F9�ien� �tr��� GI��6c�mas, +�� �J7Q'15 �°�l: 72�-�5�a F�x:7�2-�5�a Lf��A�'6��de Sou#h sid� �f�.1/V. `Jc�nt�sr� L�riv�, �t th�fierm9ni t�f�.�c����tt°����,t�c� a.V1�. ���'. L�G�I., C����6�lP�'��7�6: �s����rs�'� �P9�� 1�-�VU-�6� °�ax �.of� �0� and 700 �I°��A��o�e �.����r�s ��h�i�eC: �m�.� � �P��1¢�l�AL ��,I�'�6�I�e �ity of Teg�r� i��nicip�9 �cd� 7'It!� 1�, �t�nir�g � � �I � �i°Y'"�nl'le�l'ffi 1 ee7 ���4d�6'8 tl�1.J� �7`IP°��V9i�i�.o � � Pr�limir��r� Pf�����sc�v�i fa���5� cr��fii�� of� �a iv�i�n�y t�ne� (2�) Ic�� Piar��ed i��v�i�prr�e�t���dE�isic�n. � t� � � Th�s �a�tendum na�r��9v� r�vi�e�th� �rigin�lly subr�ift�d ��rrative t� r�fl��t�h� r�vi��d �ade ���fiion� �nd �urnk��r� �do�t�d �s ��Nav�rnb�;r 26, °i�9�. . e � � � � � � � � � � � � � � � ��y� � �;i�j/ C3f��i��i'G� e�p�3II��GI� �d��8�i�� ��9€� �'6�4�9C�t�� .........e......................o.....o..............,.�........ 'i-� 0 � �b � � � � � � � � � � � � � ��� F � I� � I � � � This �p�lic�tior� €a�rrolv�� �ud�dividio�g th� ��b���fi�i�� �nt� � �e���l a�tr�a��ty two 19ts �� � a pl�ren�d ��v�iepm�n�. �°h�subj��t �ite co�sisf� �f 1°ax Lo�� ��1 �nd 7�Q of T9�-F�9'Ul�v3G�A. TM� subJ��t�it� is �ppr�xir�na�ely 5.1� �cr�:s in �i�� �r�c� 4h� topc�gr�phy of th� �ifi� range� b�twee� 10 to 20 per�er�t, wifif� I�s��E�ari �0 perc�nt sl�pes in t�e�ou#h�ast �ncd �fca�es greafer th�n 25 per�ent iro thc� north�est corn�r. �°t�'ss �p�►lic�tic�n i� b�9�g propos�d �s a �alann�d developrr�er�t �o tha�fih� pl�� may be de�igr�ed to; (i) �voi� buildie�g Qn f�cas� por�ior�� t�f the ��.at�j�ct �it�which �x��e� 25 ��r�er�t�1�ape �nd (ii�to �a6nirr�i�� irr�pac:.ts ta �l�� ��i��ir�� ?re�s iocat�d ar� th� ��a�je�t�it�. h °f'hi� n�rrativ� ��d�ndum reargani���the �rigir��lly�ubrnift�d n�rr�fiiv�fio ��#dr•�s�es the �ifiy o�Tig�r� Z��ois�g ��d�, �� r�uised �y �9cav�rrribe�26, 199� �m�ndmer�4� �nof ��it�rial r�o�gani�atior�. �6�,d��'?°�S2 ��.�&'�D 7�7A�4e5: �IdVG�I�m���+&'P�,�'R��'�A�3�'e�3�'iA� ���I�C)���i �It�lDI�JC3: Bn ��tisf�ctiran �f th� ��piicabl� ,�rr�v�si��s �f this ch��t�:r, thi� �iventy 4w� I�� pr�li�in�ry � subd'ovi�ir�n pB�Y��plic�tiar� wil! cr�ate s�ngl�family�d�fi�ch�d resid��4i�P i�t�, � ��ri°r�i4��d u�� in th� E�-�.5 �§istri�t (Se�ts�r� �t�.��0.q30). �i��i� fi�rr�iiy d�4�r,h�d resi�e�c�� ��� b� c�nstru�;�ed an th��ur��iCy�we� ��c�nt ��rc�is lseing cr�a#�d i� ��tisf�ctic�n of th�y�rd ���17��k req�ir�ment� �r�d i�eight limit��i4n� (Sectesan '!8.510.Q5q). �t�.+�d�'�`�� 1�03���'���Al�� d?��'►��,t��fB��,N'�°� �������°� �I���R��: In s�ti�f�ctiar� of��c�ian 1�.35t�.0�0, �h�� Evv�nt��va 6c�� pr�limerta:y �C6bC�11Al�i�J�1 �I�$ iS �Ji'��5�i5�?f� �s � plar�n�d dev�loprri�nt tca eff6�e�ntsy u4ilix� l�nd whil� r�t�ini�� th� dr�ir�����n��y n�fiur�C f��tur� �r���nt on th� s�abj�c�site �r�d menirni�it�� sa�p�ct���th� ��9�t��g �r���. Sir��l� faer�ily d�tached r�sid�nti�l hornes ca�� b� �it�d ar� ���h ��'#h� Ic�fs ��ir�� �r��f�:t! t��� ��t's�f�th� c�v�ra��, f��i�hE a�d s�#b�ck pr��ri�i�e�� caf��cti�ro 'i�.35�.�J�O �nd 1�.35a.(37U. �'�A�'T�� ?�07�� ��f�'�1� �f"3lVl�lJ'1°.+4�'l���' l��d��'CD��L'� �@l����d��m As pQr th� ��ploc�bl� pravism�e�� af fhis ch�p�er, the d�r��ity��BculatiAr�s for th6� fiwi�r��y�o iot ��'�IIEI"ill�af°j/ 5Ub(�lVISlJi'1 ��c���A�9�DIIC��10C1, �S C���IC:$�d 8311 �X�'�Ibf$f�!, ar�; ���c�8l���: � t�rss���efe���a �.85��. � lVil�J�l� � �'ubPic Right�-af-way(2fl%) 1.0�f�c. �,„ �'ri�s�t�Streets Q.10 F�c. �' 1�, Siop�s �25% Q.0�3 AC. � Drain�gewa� A.13�,c. � P���Sit�t�a°�a 3o�Q 8��. � Gos�v�rt to Acres(x 43,�60 S.F.) 165,52�8�.F. ..�� DIVIfJ�D BY i�-4.a Minirnum Lotl�x�� 7,500 a.F. Calculated t_ot� 22.q7 Lats A�havo�s�Hcar�r��� �'ir�g�af��l�rs�a� � lf�s�tsrra�"�t�t�s City of Tigard Pr�lir7i�°��ry�'lanned 17ev�lopm�nt S�abc�ivislor�Plat,4��alicatiar� p�ge � e °Ts�ti�� �1Nl�rnr�P��� �o�� = �ai��6at�d �at� �w L�t far�xi�tir�� Fi��;dcn�e � 22.07 �° � � 22.Q7 � �2 "t"I°i��nt�6 c�ff�v�ae���iv�oc► I�at� propas�d#i�rot�gh�hi� ��Spli��#ic►r� �qua6�th� �Il�r��bi�tot�l f�r ti�� �ubj�c� �i#�. �'h�r� i� r�o re�id�ntia9 �i�r�se��tr�r�sf�r pr�p����thr��gh thi� �ppli��tonrl. �l°�A��"�F� ��e3'30 ��+��P�°X�?�z 3'���`���.C���9�'����"�4N��1�13� �����A��� �a�Dt�d�. Thi� �p�lr��ti�r� doe� no� in��fa��tf��� �r��✓isi�r�� �f�hi� cha���r. �t�lA�'7'�� 1�n�'�5 ��9�����if�� .�Pl� �������6I�� ��C1����� ��N����: As p�r th� provs�ica�� t�f ��.7�a.01� ��d ��.7�5.A�a, str��t�r��s wviil �� �rovid��thr�t3gh fihe �;a�ra�tr�actio� �f�hi� �i��i°�ed d���lc��r��nt��abdivi�ian. �'�t�t�tiv� �fir��t tre€; locatiwn in ��ts af��ti�i, ��f4��s� pr�vi�im�� �r� d�pi�#�d �� �xhibit,�, t�i� pr�iimirr�ry pl�ne��d d�v�loprr��r�� ss�bdE�isE�r� pia#. C��a�tc�$h�Y�cY t�a�t th��yp� ��exi�tir�g ��a�r�ur�dir�c� d�v�i�prr�er�t i�th� ��rn� �� �h�f pr�p�s�d thro��h thi� a�aplicatior�, nar��ly s'sr��(�family s�et�ch�d r��id���e�, the buff��-is�� ��d �cr��ning pro�i�a�ns�frnsn thi� �hap��r ar� nat a�pi��abl�ta�kri� �pplic�toon. T�e uradeclyi�g f�-�.5 ��fb��le��ili b� applicabi�t� h�r�i�� c�n�tr��t�d �s� I�ts ar�u�d �h� p�rirn�t�r caf th� �ubj�ct�ifi�. �fl��"�°��' �P$��'6� t���-��'��,�'�°��.�if�/dV��6l���.��:L�SN(`a �L=QI�BR�,�9�'i�l a�� ��CJ�E���� �9��9l�8�: �� pc�r�h� �Srr�vi�6can� af&h� �8.7��.b71�(�-9), �h� �i��l� f�r�riCy c9�t�ch�d r�sicl�nce� inv�lv�d in �hi� ��r�ala���Br�r� ��� r;;q�ai��d t� pr���d� '� �#��str��� parE�C's�g ��������r���� du��iii�g. �E! fvvery�y � fvvc� a#xh� l�t� pt-s����;�d threa�gF� this ���a9i���iar� �nrill r�t��� bo�h t���h��e �r�avisinn�thr��gh th� f�t��r� ��aw��sv�e�� ���� r����g�� 9Q��t�d e�� ���� i�t. �'�f�9��°�� 9�.�T5 ��iV�l�l���.,���5 �������� �l�����: ��c�i�n ��.77�.Ct'�c��i��r��� I�r�d ur���;4��1�1��or d���lsa�rr��:nt�ue to its �ocatic�� �rithin: (i) '1�0 ���r�lc����i�i��, �II} f1��L1Cc�I C�i°c�i�4��¢��Nlr�`�� (iii) w�el�nd� r�r (iv) �lop� �re�� gr��t�r�l��r� �r �q�ai Y� 2� p�r��e��. ,�dra9na������i���througF� ��� r�c��#h�v���c�rner caf th� ��b��ct�it�. Tf���� �r� r�� ��?����r fi��d�l�ir�� �r e��tE�r�ci� I���t�d €���rs th� ��bject si��. �'h� �p�ali��n� r���ir�c�d ��e,l�� �nd i���ac;l�fi��, � �rr�����i�a��l v�e�9�n�f� �����a6t�r��, tes �����t�is� �v��"t��r�r r�a� a�y rnr�ti��d �r�a� �r� pres�nt on the su�j�c4�Ft�. �x6���i4 �, pr��sea��9y�cabrr�s#t�d, i� � m�mor�r���rn firom ��mle� anci As�a�iat�s �ddr�ssi�g th�;r f ndir�g�P.hat xh�r� ��� r�c�vd�tl�r���, b�f�Eier� i� � c�rainag��aay pre��nt �e� the �ubj��t �it��hich r�quire� � �vu��ty�ve ffe�o� b����r �etback. F3�s�d �aqc�r� t��Qgr�phi��4�t� g�th�r�a� fihrsa�c�h s�rr���is�g ti�� s��+j�+ct�it�, �h�r� �r� � �lo�a�� gr����i-th�r� rsr�q�a{ ���+venty�v� p�rc�r�f lra��t�d u��n th� s�abj��t�it�, ��� �xhibit,4 � previously s�abmi�t�d. �!l�vaever, ti��r� i� �a buildi�g raf�ny kirad props�����ifhin th���; �r��� �af o� ° � th� subj�cf sit� d�a�:��fihe ��ct th�f#h�� ar� ��nt�ir��d �ithar� a �;ornm�n �p�r� �p���tr�G� � ioc��ed in fh� n�rth�vc�t car«�r�f th� uit� �r� �riv�4� cc�n��rv�ti�r� ��s�rr�c�r�� �la�g �he .� no�he�st b��nd�ry c�fi the site. �'h�refor�, �h����r ��3.7�� i� r�a�a�piic�bl� to�hi� ap�ls�atiun. � � �;�f,���°�� �P�.�'�0 �'RE� ���C1 V''�i�. � � ���E����� F(F+��?yl��� �� cle�i�t�d �n �xhib9t�., t6�� pr�limin�ry pf����d d���9�p��nf s�bdi�+i�imr� pl�t, �h�r� �r�tr��s (ac���d ar� �he ��b�ect �it�w�ic� me���I�� �6x ir�ci� or gr�aY�r��iip�r�t f��ar��et frr�r�7 �rc��nd (�v�l d��i�it�on c��t�i��d��i�h t�ia� ch�pt�r. Th�r�fcar�, a �r�� pi�n i� r�quir�d fc�r thi� ,�s9�asr�aas�3�lam��� Won����t?�r�ra�� — �/��t�����t�t�� �ity of Tig�r�P,�elirr►inary P1�nnecl l�ev�iopme�rt�uh.�livisioe�f�lat,4p�at�catior► Pag�2 1 �ppi���ti�� ir� ����rd�r���v�iYh#!i� �pplicabl� pr��isi�ns �f thds ch��t�r, �x�ek�it �, pr��i�u�ly ���rr�ifited, i� a 4��� �i�� ��r�itig��ia� �f tr��� gr�at�r th�n 12 6ra�h�� i� �i���4er b�ing r�rnoved and pr��erer�taar� ��f#�e �xistin� trs�s b�ing r�t�ir�ad by BJd����o�Arla�r�ui�ur� ��r���ait�r���. l°his �ppli���ian wil9 r���in gr��t�r t��n ���i� c��'��» h��a�h�����d3am����8r�ch�� gr���t�r#h�r1 t�✓efv� in�h�� ���h��ubj��t�6fi�. Ir� s�mrn�ry, thi�tr�� pl�r� is pr��id�d in ��$I���1�tiA�i �5$a��'�4P�n '��,790.0�0. �1f�AP'�`�� 98.��� 1/l�fl�L. ���'A��11�'E �l��A v ��l�P���� EI�1�fN�: in s�tisf�cti�rt o�tP�� �y�pli��ble provisions ��thi�c�ap#er, this t�d�n�y fi�+Q ��t pl�r��e� d�v�lo,�m�r�t prePimi�ar�� �ubdivi�'s�� pl�t�an b� ��nstru�t�d �� c�r��iy vv�th th� ir�ter���fiion visu�f cl��rar��e req�ir��rr�ra�s for bo�l� �he �respo��d �Sriv�t���d pubii��tr��t5. ����'�'�'F2 1�oT�a ���'��.�, E'C���'�.S�fY� �l��Zl��'��N 6�RC3�'CA��� �IP�DI��� �'h�vehi��P�r�cc���/�gr�s� r�guir�rr��ri�� �fi�l�is �h��$4�r�, p�rticul�rly 1II.7��.�l30(N), �rv �atisfi�d by b�th th� publie sfir���s ar�cl �h� ��� �ariva�e �tr�et s�rv9ng t�e tr��r�ty-frnrv �drogl� family det�ch€�d lats propc�sed fhrough �h�s ��piic�#��r�. t�`�fAF�'8°��' ��,��� L.�al11�1�9i'�Jl�l��; ��'��l�i�/�5� ��t���SS�� �I��If��: Th� adrrainistr�tion �r��i appro�o�l proc��s�s requir�d througF� 1�.430,t73(��ilf b� sa�i�fied thrau��i the �Ety��TEg�rd'S pP�'CiPi1lCt�l'�,+ �ll�L�iVlsl�Pl �Ia��76'�C�5SIC1C�'. IfY B�CIitlCJfS, b��nc� a pia�n��► deveBc�prr�enE, �his �pp9ic�tee�n i� ��bjecfi to�h� admir�o�tr�tiv� arici �ppra�oa8 pr�ces��s can#�iried �rithdn Ch�pte� 1�.��0. Th�r� i� �� I�nd ��p�bi� A�#u�th��division un��r�xi�tir�g �a�ir�g I���t�d s.�pc�� �h���hj�c�sit� �nd t��r�:�rar•e, ��fu��are pha��s �r� ir�v�lv�d 9r� this applg�a�ic�n. Ex4�ib'st�, th� �ar�limi��ry �l�t, �o�s s�bmi4��d d� �3�� �rigir��! �pplic�t6�ar� pa�kag�. �s p�r the C�ecer�b�r��1, 1��� ir�cam�leYer���s I�4t�r, there is r�r�e v�rian�� re��ested by fihi5 app(ica4i�r� snv�lv€ng ��altic��-��c le€ag$h ��d th� prc�vi�p�a�� o��h�pt�r 1 a.37Q �s-� ��dr����d h�rein b�i�v�e. ���4�7°�d� ?�o��t8 �P�6��.��d��A,���CJ�dJ�'T�3�e�B�'� ���(PQ���3 �9��A��s Th� provisPOe�� caf�ecti�n 1�.�3��.(�3�(�), �s�lac��-��� d��igr�, �r� a�plicable fa thl� ap�li�a�ic�n giv�r� �h� pr�pcas�d ��r��fi d��ig� �ep��t��! �r� fii�� �s��+�i�t��E���€k�rr�et��d �r�Eir�ir���}al��, ���ibi� �. Flc►�v�v�r, �Pl c�i�JElSiPTt�fl� 4;5 B'i������fjl$p�C11S ����l�T1 C�l��$(? �70��7 fB�� �p�9ff��ll'�'i�$� 3�O�aot Beragth r�f th� prop���d ��3�r���a�c. �'his �ari�nc� is all�e�ah9� thr�ugh S�ction 1�.�3U.a�0. !�� �p�iicabl� to#his �ppli��tiQr�, �h� cri�er•6a fior grant�n� ar� adjia5trrt��t�r�� ���tio� 1£S.�i(7.��0(4G) ��-� �d��res�ed �� fallovv�: �, � ������� '��������a�����1��) - T'h� �p�cial c�rcurnstanc�� or�or�di�inns �f�e�tor�g �he e� subj�c# sit� ar�d n��e��i�axin� tho� ca�l�de-s�c v�riane� �r�th� �xi�ting t��ur�dary � cQrafig�ra�ior� �fi�h� sa�bj��Y �it�, tta��urraura�ing �xisti�g d�v�fapr�ent pa�t�rn �nd „� �tr�e# rt�ttir�r�, 2h��ent�fav� p�dce�t �(�s�t�pogr�p�ry c�n ��ec6 ��ja��n�t��h� �tabj��� � sif�. �JVi�en combin�d, 4hese fa�tdr� cr�ate ur��a��al ar�d p�c�Piar�or�difii�n� �n th� � suk�j�ck par�el which lirnit exisfing avaifabl� ������ ar�d restri�fi futiar� a�c�✓s �.a Qpport�ani�ie�. ���t6a�r ��.3�'a.D2U(�,��`9)(�) ° �'h� 190�oot variance#o th� 2Q0 fo�fi maxirn��rri c�ai-de- sac I�ngfih sfiand�rd is the minimum n���s�ar�/for fh� pr�p�r d��ign o�ftanctinr� s�fi this �Is�a�roc�a�Nomes� i�in���e�lamss — �����s�a�s�af�+s City of Tiga;d�'relimina�y Planned�7ev�lopm�n�Subdivisior►Pla��dpplieatfon p,���3 1 �u�div�i��arr. �� d�pi�c�d �n the pr�vi���ly�t�brrri#��d �achi�it A, ��r��ty�+nsa�I�#d�si�r� a�r� �� �r�a��d ���h���bj��t sit� i�� ��a�s���ti�n eaf all ��piic�bi� City°���ig��'d r�aui����r�fi� ar�d ge�nfira�thi�var���oc�vrrel! n�t����� � bas�l��� r����iara ir� d�n�ity. On �dditiar�,�ri� cui-��a��c l���th v��s���� Es n���s��r�f�ar�h� pr�p�r f��i�t3�sr�ing �f th� �t���t�y�t�rr�a��il���Yi�fyi�g ����fi�g C�Yy�f Td�ard pr���t� atre�t s��nd�r�4�, p��ta�ui�r r�1���d tc�th� a���i��rr� r���b�s�f lot� �c����ing � prd��t�s�r��t b�ing limi���t� �6x la��. ,����e�a� ��0��'0.0����',��'�)�',�J � �r�nfiir�g thi��r��iar�c��vi!! nc�t be ���rp►�n�r�fi�a��th� ,� �ubfic f���lth, ��f�ty, ��d�v�Of�r� r�s�r in��re�au�t�s th� r€ght� �f oth�r�,�+r��r���p��perty �gthira fih� �ity�f Tig�rd. ���t��d, ���is v�rianc�r��ll prc�did�far th���s�t�ZcuGti�� of�fc�lly i�npr��rec� pubiic s#r��t end6r�� i� � �tar�dard ��I-d�-��c whi�h wi01 pr�vid��m�rge��y o��hi�9��a�rith ����r���e��t�#S�� �r�k�j��4 sFt�whil� �vaid�ng do��t��ti�r� u��r� �r�at�r t���t�v�nfi�fv� perc�rl��lop��. � � ����►�n ��o37.f�e�?��(�)�'�)�� ° ���ntiing c�f�hi���6�d�-��a v��i���� �� rs���s�ary�� �r�s�r��th��'�41 d��el��rn��n�p�#��ti�B �fi�h�s����c��it� i� �acee�°c9�n���bth �6! ��pld���l� pro�ri�ica�� �f th� ��ty�f 1°i��rd��nir�g c�d�. A�s li�t�d ir� r����r���g� ��.�°�0.(�2(�(�)(�)��) h�r�in ��ov�, th� b�un���y�on�gur�ti�� �f th� �c�bj��t�ite, t���gr��h� �r�d#h� 3����+��x��tir�� �rti� ��a��r� ���������n�ctiar�� camb�r�� fc� �r��t��r� e�►r� �rr�ln�r; ��rd�l�ip fcsr thi� �ppiic�ti�an �hi�h n����sst�t�s th6� ��I-de-�a�u�r0�nc��. �'I�.�F�F'�� ��'�,��(� ��'R��'�"��� ��°l�.��(3f��P��l��NS�l�lT'�B��qld���7�� �R�P���� ����8��e � �r� ��tisfi��ti��t �f the ��p99��bl� �ra�i�ic�ra� �����tiort 1�.�1a.03�, �f�� �cabdi�s�ior� pr�pras�d �hr�u�� thi� ���9����i���o�l t��� �������rc��� l.��u����r���, �� �xi�ti�� p�i�ii� �i�i��-��-�ar��+, �B�r�� �h����t be���d�r+��afi t6�a� ��k�j��#�i��. Th� pe��isi�r�� c�f�F�i� �h�pter, a� ��p9i�d��thi� �p�sl9���i�ot�he�'� �d�r���ed ir� ��tai9 i��h� �s-i�ir��0l� ��br�i��d����li��#con ������s��. �� p�r���taor� 1t�.��f�.��4f�, th� bl�ck d�sigr� c�f��� pr�lia�ir��ry �1�#t��e� it��� ���r��i��r�fiic�r� the �c��v��sc�c�f �c����, �ir�ta4�ta�� �r�d c�s�t�r�p6�t�d's���; e�fi��-e�praps����3 @e��� �� �ir��l�fi�rr5ily �l�t������€ h��r�s��v���il� r���gr�i�irr� fih� �i�it�ti�r�� i�pca��d ���n xh�� ��fi�i6�i��o� �ay th� ��pagr�ap�ly and ������9 ����s pr����t. ��d��tri�r� acc����siil b� �ra��I�b1�fi��rr� ir+#�rn�# �tre�ts Y�`��n��ar� �I� f�� c�����p���k���� b�irag cr��te� fim praa��ct��e n���r�� draB��g���y ��c���d e�r� 4i�� ����. ����a f+�� ���s�F��fih��i�����r fi�r�f��k fro�t��� ��d ����h�����t�� r��Rair�r����t� �� �������� 1�.��13.�D��. �°rser�ar� �ca fr���� ��p�bi� �f�R„����r r��ie�i�i�r+ ��io�q ��r����d thr���h �hi� appli�����r�. � � � � � ,� � , �� � � A��awo��'�f�rra�'�$ �99Yd������Sf&�3�' � °���a�ar���t�t�� City 4��°f��ard l��'��prninary��lanr��d�et✓efopm��at St�b�livi�i��Pl�t�Ap,alic��'iort 1����.4 r��h�o�� �d ���at� ����� �o�c�s�d �a�b�li�asfl�� �� �'Ot�' A.�e�a�� ��d ����s� ������ `�"�����.� C����a� � ����1x�6 , ����r��� �.�, ���� � �, � � � � � � � � � � � - �tr�iree�rs f^�dsis��tne qualify�i` "'"°"�"'—� Ga:�sultin�g a�rvlc�ir gecosa;ie�ec�s ��¢aa! S�rex Ade�waz�TViS,PE� < �°c�°�c� �€�W �a��1�6 ������m��� " � .� Iki�es9e��t�>l't�17;lP� .4deg Hlassy;FF�D;P� � Fre.(i�Selxois,Pv1a;P�>�f's U�toL�r 1�, 1�9� ri�s. I�,y �ip Ashwao� and.�in�at� �ann�s = 87�� uV4,T �'�cex Driv� Ile�verton, O�d.97��� ��ar �s. �dip: I�zo �eate�hnir.al �,�al�aation, Frogos�d �rafi�c�ivision, �� 7O�'Pi.V�T411�: 1[1�. I..�CI1St S$P���, Tiga.r.d, Ui'���Il .a 5�/� have �i��xiplet�d the geotec��ical eva���aatzo�vou au�aora�e�i ir iviay 199�. �Jur purpo�� was to �rr�vic«, ���tLch�i�al assis�.n�e tca y��, [�2p ?�'��1?��C��YZS� �18�11�;R��C� lIR t���.�n��g f��a.�dataoras, s1aLs9 pavem�za�s, and in pr�paring �1ans �nd sg��c,i�'icatio�s fax the co►�stru�tion of neva buildings. ReSUlts of ou��valu�tion �r� suemmari�ed b�low. �����z����°� ���l�r��i�aa� ��s�nl�s „ �I� noted f�llowing suDasurface soil�onditions �n oiir �xca�iat��l t�st pi�ks 'T'I�-1 thr�ugla TI'-7. � �'���a�i �d �'aifl -- Ita��hly 6 to 1? in�hes c�f silty loann i� present�hrsru�k�o�xt ehe sit�. Ivii�zar sur��ial � �Il af up to 12 inches was en�ountered at isolated l�c�a�ians ir�r.���res��rnmost portion of�.� si�e. � 1'���av��a�� — Topsc�il a�d fa11 �s und�rla:za by geraerally �a�di�m s�i�to v�ry s�f�native silt-clay � r�ai�tur�s (I��,, �L/1�L) extendiz�g tr� the znaxirnurr�z�xplaa°e�c��pth of 1:� fe�t. �ar revie�r of availabfl� � ge�l�gicai iit�rature (J�'�0-�0-2, azxd C�es�io�ic iV�ap of C�rego�.) suggesis �ti�t tlh�se s�ils are th� result of con�pl�te v✓�atfla�r�� of rock gre��nts ben�ath �z� sita. Wesdawn�rofessional B{dg, 1225 NW Murray Blvd,5uite 210,Portlaxtd,�R 97229,Plt:503-646-9G59,�x:5�3-64b-�976 !32Z5-C SE Mill P(ain 8/No.S6(,Vancouver,�VA 48684,Fh:360-f�82-65I8,Fz:3fr0-236-5567 www.alveus.sa�m-CeuStaualards f e-cc=ail:ge�standards�iefrc.cQm P'3$-0156 ��tQ'1�%' YJ, Ig�� ���� ��. !1 �e¢i���� - �Jppe� e�ativ�r�sxd�?al s�zl� �r�und�Ylairi b� k'li�cene S�.dy �tiver li�iudsto�e fes�at's��a in th� ste�g�r north�rn�ortion a�d�'1ia�cen.�/Pleist€�cene borarbg I�v��S (��b) in the rust c�f the site. �ased on tlhe resul±� of�ur subsurfac.��,�l�ratic�ns and s�ur kn�wled�e af the sire, �e anticip��� tkiat th� un�w��thezed bed�ock rraay raox b�ez�c�unt�xer�. ir�psoject exc�vati.ons. �aY°Ol�i&fl2�pJV�$�k' ° �I� �1C'i I1Ql'�IFCOliIht�Y'�1.� �rou��dvvaE�r se�page in e�cavat��l eest pits at the time of our exg�loration�. F3�Se�OIl 011P ZCYYO�W�ESI�,£ O��30 Sflt�s1YlC� C�V2�W OP�O�I �OI15�IVc��la1]S�.lI'V��J ��CS� �OOk on�7Vashington�ounty, we b�lieve, seasoa�,at higii�aerched gr�und�at�r table may �Se �ncountered at dep�hs of 1 (ix��he upp�r terra.�e ar��) t�3 fe�t(in slo�ing areas) belaw existix�g gra�ies. I➢��i� R��r��n���at�c+�� � ��s�d on th� results o�our s�dyfl v✓e b�lieve th� sit� is suitabi� foe fhe pa•op�s��c�evel�opment, prs�vide� fc�llowing rec�rrrime�c�atic�ns ar� P�Ilov✓�d. �+'�+u�da�a�� �'roposed ti�w buildin�s can h� support�d orz pr�perly preparec!n.a.tiae subgra�e or o� struetur�i fili using contanuous �nci indio�id�aal sl�aliovr s�read footings elesign�d for ffllloti�iYig net rnaxia-num ai?aivabie l���ring capacity of 2,�€E� �a��e T'ta� ,�iv�n al%owaYsl� �a�i�� capacity is in�encled for d�ad l�cads anci sustained Iiv� laa�ls and ca�i be increas�d by one-ihird f�r th� toral. c�f ail IQads, incltadin� short-term wind or seisrnic i�acts. S��b-�a�-���� We az�ticipate th� use of frarnted sla.b �xrith craivi space. If c�x�crete sl�b-�n-grade is usecl, then it should be supporteci on natave subgrasie or o�a structural fi�ls after Khe tops�il is rean�ved an�i after the s�abgrade is �roo�`-r�Iled and/or appro`�ed'oy a qualified and registere�i geotechnical en�ineer. � � . il , _______.�,..� �.t.�___ P9�-Q 15b �c�tt�t�er 1�, 13q� �'ag� �io. aii �������la��.��.�����v�la�g����.� �a�ed c��� [h� resu�lts o�o�r s2a�s3y, we �� follc��rvi�a$ recr�rYgaxa�nc�atiaras for ir�d�vidu�l l�t de�elc�prnent. L€��I+��. 1 . �.s ��xai�i�nur�x, dis�l�arge �Ifl drain systez�s (�'a�r��ati�n, rc��af, surf�c�, etc} directly into a su?table r�c�ptac:l� baak rzUt iaat� t�e face c�f'tl�� sE�ep skop�. o Ivd�i�aize vegeta.tao� rem�val fxor�ste�p §�c��a� areas. �r4vi�� c;rt�siot��r�t�ction for�xgosed and °, er�d�d sl�p� �ace. � P�� offs�t of �0 f��t fr�ra� th� eacistii�� crestli�a� �f ag� er�d�sl sla�pe �ht��aPcl�e us�d fUr�ZOUSe layc�at. If tl�zs offs�t r�quireme�t can not b� met, th�n a loe-s�,�ci�'ic �ea�echriical evaluatior3 nxust be p�er�a�rrraes�by �s �r a �uaiifiec� ��d r�giseeied �eot�c�i��i �ri�i��er aft�r the hc�us� Ia��ztt/pian is avaitable fox• revie�,�. �J����a � �nv°�g6� �JLI@.��c d � �urfbcial fill af up ta �2 'nc�laes anc� isoiated als3 horse barn structur�s rn��r b�present. Any existiz�� s�r�fici�l fill alr��g wi� ��psoil sha�a�d t�� r�mov�d. � I°�� ot��e$ l�t-sp�ciizc re�o;r�endat�o�as �ze r��itxred. 1 d�v�s�t2�i�ss, af tis�pfl�acex��nt o�I�r�e q�santities of'f°ill or dee� �xcavations ar� required, tta�� w� sho�xl�i.r�vievv tk���ropaseti hotas� aayout/plans and con�'ia� th� applicability of oiar reco�nend�ticsa�s. � ' I.o6:l�do. 6 t.��o��n �.9 � � � � � No lat-specific recorsdar��ndations are requir�d. P{leverChel�ss, i�the �la��mea�t of lar�e quantities of � �'iil or dee� zxc�vatzons are rec��aired, th�n we shoulcl r�view khe propos�d house I�yout/plans and "°d r_onfism the applzc�bility of our reco�nflnendations. � t� � � � ���-��56 . �ct��r ��, 19�a F��� �1c�. ir� . � �e��'�'�ad ��t� 2� � �.s �miia.ir��aars, c�is�k�ar�� all dr�.in syst�n.is (fo�a�ada�i��, ramf, s�arfac;�, �ic� dir���ly i��� �sai�ble ��ceg�acie bu��aot�to t�.e f�c� c�f th� s�e�p 51��e. a � I�izlixrai��v�g��fiian r�s�a�t7�1 ;C��sa�s���p �fl�ape �.re�s. I�r��a�€ �rs�s�on pro�te;�z� fcar�xp�sed and er�d�d st�pe �ac�. � A l�t-sp�ci�c ge��c�a�n�al evad�a�tic��.��st be p�rft�rn��d hy ass ar a q�aali�'i�ci and regfster�d geotechn�cat �r��g�ee�° �ft�r tti� ha�se l�yora�/g�dan is �v�il�bd� fc�r r�vi��v. �r'e ap�sr�czat� th� ��pe€r�an�ty �e�tse�sf s�rvice tt���s�a an�is pr�j�ct. If yot� �i�v� any questioa�s, �fl�as� cai� u� a��4�-�t963. e � ���,�.���� r� �c,, �i��erely, ��,��'�";���'���;� ry��:�;�` S�n55 �'.�' � e„s �"' . •— 'L,�,,,,...,.�.�...—a�°-�.'.�— �� ° � •:.a:`G� `Y�� � .a�,,�.w ��'�'. 1£',1 y '` '� ��,'� �� ,, � j����W sa�n Asl�ttiv�ar, IMi.�., i�.E. �,4�,��<<;����.��-- Princi�aal l�ttachm�aat; (��otecfinival �v�Iu�tio�a�2..��SC�r� ' "' c:\r�por�s\P4$-156\p98156.dac � � � � � � � f9 � � I ''I I I� ! �"albl�o�'Co���a�� ��x�nnary �.00 �'e�x°g����ns# ��e�� �............................................................................... I 1.1 �ubs�rf�ce E�pla��tion................................................................... 1 .. 1.2 L�boratory �vabuat%an.................................................................... 1 1.3 Engime�ring AY�lyses....................................a................................ 2 2rS? �'x�,��c�I�e���e��a��a................................................................................ 2 3.G 5ia�f�ce �o�dg4�a�aa� ............................................................................... 3 � 4.€) SYx���a�rf�ce �oaxa�ti�a�. .......................................................................... � 4.1 ��i1s ��.�t ��olo�Y......................e.................................................. `� 4..2 Grota�dwv�ter ............................................................................... 4 4.3 5�isrx�ic Considerations................................................................... `� 5�� �a�� �t��s�nty �s�a��z�txsan.......................................................................... � �5�6� �e���°a����s�������R���m�a��s�a.�a�n�..................................................... S � 6.1 Subgrad� �r���ratian....................................................................... � 6.? F'ill �lace�r�ent.............................................................................. � 6.2.1 �'ill �la�emezit in l3ry �eati��r . , .... , ........... .. ..... ........ 7 .. . .. . ...... . . . 6.2.� Fill i'�acemerat an iNet�leather '7 ................................................ 6.3 �xca�rata�ns a��3 �z�w�t��in� ............................................................ � 7 0 0 ��sa�Jn �.e�o�an�aarla#icaa�s........................................................................ $ 7.1 i�adividu�al L,ot l�evelopznent............................................................. 9 '7.2 Foundations ............................................................................... 10 7.3 �Yoor �labs , . ......�............................ 1]. .... .. . .................................... '1.4 Re�azaiYng V��tils............................................................................ 11 7.5 C�eneral I�rair�age......................................................................... 12 7.G Pav�rr�eccts ......................................... 12 . .......a................................ 7.6.I �iEuxninous Paveanent.......................................................... 13 ° 7.6.2 Concre�e Pavement.............................................................. 13 8.0 ��ns�rax�ti�n Ibia��a�c�ri�.a�........................................................................ 14 9°0 �e�ae�a�� C�andatio�s..... ......................... .. ...........,......................... .4 ... .. ..... ' ; � 4 ���te�����1 �va���ta�n ����� �°���s�a� S�i�dfv���+�� �W �Q�� .A����� �d ���s� �t�°��� a "�i���s�9 ��°���� � ��� T���a�s� ��d ��a��� 'I'�s� puzpose �.tad scope of ehis st�ady tiva� tra�xpiore �urface and subs�rface site conuiti�a�s, p�rfarm sl�pe st�bi�icy �raflyses, �d to ga��svid� fo�anda�ian d�sig�, pavea�e�t�ie�i�n, 51�0 �?P�P��'a�lO:a, an,d ��P1�Ta�COYIS[Z"l1GTEE�Y1 TCCLiYXiTT1�Ad�1&1t7Y1S �OP ���fTO�jJC9.�'i�(�.CG�17Sg1Ci1C�1(5I1. Sp��i�'i�ally, c�a�r scc�pe af s�rva�es ir�cfl�d�d folkoz�ing s�vor�e At��s. �'z�viro�ett�tal an�. se�s�i� �ss�svrn�zzes of ar�y kind were b��onrl�ua�s�op� of s�zvices. a ye a'e �e� �a��s���°f�����.��o�����s� ' '�N� ev�luated surface c�snditio�as at;.he sit� (�ig�r� 1) and r�viewed �vai��6ie g�aiogical literatux� �c� d���l�ap o�r s�bsur���e e���csr��ion��zagrazn. In ord�r to ascertai�s�absurfa�� sai� c�ar�d'rtians at t�e s�t�, �� ���avate�d s�°�re�. g��t�its��:�� a Y.r��khc���t 1�catia�as ��Z�9,���& i�s �i��r�2. �e collec��d grab soil sar.�pl�s at rancics�r' iz�t�rvais. �am�sles were ic��n�i�`ied iin the fielci and some � samples wexe pl��ed. in s�aZee�ca�tainecs �iYd transported ta tiz� l�b�ora�ory for�urtlaer c�assz�'ication. and iestir�p. L,ogs of aIl �est git� sh��v✓ing d��ils �f s�l�su�faee soil condit�c�ns����a�r�t�r�d at th� site a�e � � inclusied in an.A�pe�ldix. � �9 � � l02 �������or�r ���������a� CC°3 � � �ei�c�e�l sanipl�s of soils iver� transporCed to our laboratory f�r furthez�evaluatio�, to �id in rlassi�catiorn of the materia�s, aaid to help a5sess theiz s�rength and com.gres�ibzlxty ch��a�e�ristic�. i.�boratary evaivation canszse�d of visu�l and textural�x�zninati�+ns. �,abor�tary in�lex soil testin� was I ,1�i I �� �9$�O1S� Octal�x 15, 1398 � �age No. Z W nr�t deetn�c�nec�ssaay tor thgs pr,c�j�ct. 103 �����a°ua� Qi�.�l���� �Jsing the res�lcs of se�bs.u�fac� exp�oratio�b and�abor��ery evaflu�ti.on, wP performed bearin� capa�ity aa�d s�ttle�n�nt analyses to develop re�oznmendatic�n�s for fs��ndafi�n aaad floor slab clesi�n. dVe p��form�d lateral �areh.psessure a�alys�s t�, deve�og�ecox�endati�ns for reG�in�� wall design. In aciditi�n, we desigr�ed asph�lt and concrete pav�m��t s�ctions for assum.ed r.raffic loa�iina. �Ie also develop�d re�omcnend�ati�nns fc�r��n�ral sate�regarati�z� ar►cluding pla��ment aaad th� compactioz�of fili �ter��ls, four�dation��cavatians, and constru.ctio�dea✓at�rin.g/drai�age. �e have completed tl��is study im ��n�;Y�l ac�,ardance witn generally �.ccept�d g�otechr�acal engirt�eriaag pr�►cipi�s and orac�ie�s. 1'his ;�arraa�t-� i� iri lieu of all ot�h�i �arrar�ties expresse�or irr�pli�d. �e�sStanda.rcls is nc�t respt�r�si4�P� fo� t�ae indepent�������t�lusiaass, op�nia�s or recamm�ndati€�rzs macle k�y otfl�ers based on the inform�atx�r�preseneed iiz this r�port. l�.esults of our study ai•e discrassed.beic�w. 2md P�o�e�t ��sr.riptn�� 1'fn� ��oj���s�te, (szte) is sir�uated at t�e ea�d of,�i�JV 70�'�.venue �n�d �.c�us�St��ei in 7'ig�rd, Oreg�n as s�ovvn in an atsact�ed�zte Locatzon l��p (lFigure 1). 'I'h�project ca�nsists of d��velo�i�� the site into seveaal residenci3l l�ts az�d associated dxnveway and parki��; ar�as. '�he �aro�sosed p�eliman�ry ca�nstruceion plan is sha��n in axz a�ta�hed 5chematic Sit� Fl� (Figure 2). At this tiune, details on pr�posed co�astr�zction are not as ail�ble. '�Is�� arzticipat� tt�e rae�,*✓ residential buildings will be con�tz°ucied of wooc� �raznes witf� f�isla�d�or�crete or wood flo�r el�v�tions at o1 neac existing sur�ace elevatians for mmst of the sit�. �Je h�ve e�timated cn.axirr��am s�cip foating l�a.d of 1,500 psf and floor loads of 150 psf f�e proposed consmaction. � ���';� �. I ,_ _ �9��t�156 f�ctol�;r 1�, 199� • ���e �'c�.•3 �v6� ���°���e ���e�ta��� '�h� sitc� is��n�ra�ly �r�e�xz�r����rYy�s�iag�d p�re�l c�f lar�ci satuatc�d iai a hi�hly dev��op��resid��tiat s nei�h4��►rh�rx�. I€pri.�.r.ily ��a�sis�s ���rWt�ti��dy ��vel�c� tss��r��fly s�o�i�� sa�ath�xrt�c�s�t��rtion (Lo�s 5 to 1��� ���z��y �l�piai� (5�-I:�.�} CLYdtP���?Q�'�IOZt(I.Cb�� z ti3 Qr �ttl�I.43�S �.� kd� �9�, az�� a.nasierately to st��p�y siopin� z�arth�erurria�st por�i�r� (�,ot 1, T.at�2U ta 23, �c�Tr�ct f�) �s i��a�s�r���d in�i�ure 2. �ur revi�v�° of Sit� &°lam pr€�va+�ed by LI7�' De�ign�iraup uadicat� site���.c��� a�el�vatir,ns a�aaa�ing frorr�E�.. 330 neax�� south��prr�pext� l�ne tc� El. 2�0 ii�ar ths no��rrY properry line. �.�,acl�ed Fi�ur� 3 illustr��es the ge�exali��cl cr�assd��ct�o�x�f eh� �i�e tcspo�raphy. ,� � At th� taane �f our sit��isi�, ��nc�ted evid�n�e csf oid l�ars� ba�n stru�lur�s ar�sl anirAOr suri�iciafl f Pl (up to 1� inc��s �b.��k) i�a e�e �est�rr�po�i��a. �esides this ar�� �f�.ie six�, vv� did�z�o��BOtice axty�vici�n�e of p�s��x�diz�p or �'itl glacemene on t�� si�e. �'� n�t����radenc� a��ev�r� ernsion, the pres�nce csf n�a� anade drainage f�atda��s, an�l v�ry moist st�pe fa�;� candgei�rRs i� the �ort���aos��S€rrti�n �f th� sit� (�.a�¢ 1, �,.�es �� tc� �3, an�d Tr�ct A). We ins�e�tec�gurface ca��x�zc�rx� at tk�e s�t� i�.order �o ici�r�tzfy visu��evid��ac� of slope �sta���ity a���dlc�r �ctive l�nc�s�ide �eat�r�;� ira t.�� ���isid�. t�t tda�ti�ne af c��ar sat� visie, vve c�ic�n�t noti�e ter��ioa�cra��s, h.��d s�az�s, s�bsis�ence, sl�z�xps, t�x�t far tree�, �tc tlnat ar� andicati�� of slap� ix�stab��i�� ar�d/ar l�.nds�id� a�tivity. �s� ����ur�ac� C�����i��� ,, `JVe enco��at�r�d f�ia��vzn� s��ci�'zc sub��arta�� sssil a.z�d �rc�uflad�+at�r co�di�ior�s duria�g aur subsurfac� � exp�oration. �etaile�t descrip[iUns o�'subsuxAaca sa�iis are�iv�m in test git lo�s '�P-�. to T`�-7 ir�ctusled � in an�hppendix. � � � � � � � � ��� � ,' '�� !I:�,;� , �98-015b ()��ab�P 1S, 1998 P�.�e �ca. � � 4e� ��� ��� ��a��� 'T'o�5���a�I+'�— Roaxg;hly 6 �a 12 i��hes o#silty l�astz is�Sreser�t shra�e��hm�k t.�e sAt�. Mi�zor s�rfi�iat �11 of�p to 12 i�rh�� �v�s �racc��arater�d at isc�l���d to�a�ioaz� in �he p�ester�ir,nost p�ortiox��f th�site. 4 . l���i�r���� —'�'opsa�l �tad fill is underlaiaa�iy ��nerally zriec3iugn stiff to v�z� sti��f�ative silt-�Iay ma:�t'�r�s �I�✓1'il., ��,/A1��,) extendi�� tm t�i�rnaxir�ltazza��ptored de�tYi �aP 12 �eet. �ur review of available ge�elr�gz��� lixecature �t��IZ 0-9C-2, ared(J�ola��ic I'�Iap af�r��o�n) sugges�s that�lxese soils �re 7he result oi c�an�l�te �v�atheriz�� o�rock presen�b�neatt�th� site. ���•u�l� - 'Up�ser z�ative r�sid�al soAis are unde�laHn by �'lioc��� Sa�dy ff�iver Ivludstoz�e forn�a.tion im the ste�per a��xthezn pcarr.ian�r�u �'li�c�n�/�'leistUCan� ba�in� I�vas (�ltb� i� the rest o��a� site. �3ased on t�►e results of oun• srz'�surface �xpic�r��ns a�cl o�r �cna�,vl�dge of rhe s�t�, vve anticipate t�'�at rh� ur�v✓eath�red b�drack r�z�y a�at t.� cncs�untere�l in projeGt�x.���v��ir��s. 4.2 ���u������a� �✓�did nat en�ourzt�.a�c��ro�n�iv€r�eer ����a�e izz�x�av�t�c�tzst pits at �� �izr�� of�»r exp�c�ra�z�ns. Varia�ior�s in grouixc��vater� levels shar�l�t���xpe�ted s�asa�r��l1y, angzually �nc� f��zrt�ocation t� 1����iaz�. �I� a�ticipac� t��a��r���zgzdsvt�¢�r�bl� �i�l ris�d�r°r�� rns��at�i.s �f�S�ak ru�aff. �33�s�d ox� ��a���s���iedg� a�t�e szi� ataci �evievv of Soii �atzservatian Survey (�CS} bt��k an zNasiai�a�ton ��unt�, we bedi�v�, �easoz��1 hi�h p�rcheci �;ro�,ind��t�r ta�le r���y be e�nc�u�ater€c��at d�pths o�' 1 ��oe (in the upper terrac� ar��) Co 3 feet(,in s�opir�g areas) belov✓ existirag �r�d�s. � � �.� ��i��n� ����e��r��n��s � � � � The site Pails witt�in seisril.ie Zon� 3 ha�via�g � seismi� a.on.� factar o�Q.� �s elassz�i�d by th� Unif�rm i � 33uildin� Co�.� of 1994. �a�ed on sit� spe�i�c geolagy a�d subsu�face sail cond.z�io�s erac.ourz��r�d � cl�aring a�cr explora��tit�t�, w� c�iaza�teri�� th� soal prafile at t�e si€� as S�with a site c��ffiGient (��� � facear) af 1.2. It sho�.ld i�e idnt�d Y.��e� �i�e-speciftr seiszx�ic evaPtiation v✓as l��yaz�a the�res�nt scc�pe of services. '�de can perionm such an evaluatiotg at ya�xr requ�st ae an addition cos�. � � ��;����i� ,�� �a�-ols6 October 15, 1998 �a�e No, � �A� �i�;� ���bi��� ��a�����c�� As inc�i�ated earl�er, our si�e c�bs�rv�tic�ns did nmt indicat� visu�.l evid�nc� �f slope inst�badi�,� at ctze site �$Y�115 Y1TT2�. �'IOW�WeP, W� T10C�(1�VIC�@31C� OlF Sf;VEI'�£YOSTJfll, the presence of cixa�a ma�ie dxainage featiar�s, axcd veEy moi�t slo�� face con.d�tie►�a:s in ttfl� noz�tt��rn�aost portio�af'tl�� si€e QLa� 1, �,ots 2.0 to 23, and T'ract A). 'Z'his area i� �and�rla�3 by �oi�t�re-sensativ� �'i.n�-grain�¢�ana�eraais thae ar� fsrund and known to be proiae to insta�sility if ad�qiiate ge�tech�aical rneasures ar�n�fi kaken durAng caiistruGtion, I�order to evaluate the�xisting Packor of safe�}� against sl�pe �axiure, w� mc�deled existing�ite slopes and soil/grounsiwater data des�ribed earlier using XS'�AB�, softtwar� and pe�forrr�eci�celiminary slape stabitity �r�aly��s. �2esul�s af au� �nalyses �re iplu�tr�t��. ixz�i�ux��4. ��ased on th� r�s�its af our analyses, in c�ur opiz�ign, the site is anticipat�d to a•�rr�in stable after�onstractiogl, pzovided following ge�eral�onstruction �nd�esign r�c�mmenciations, espLcially the %aot-sp�cif�c x�co�xarxaendation.s, discus5�ci ir�Sectic�ns 6.0 �n�7.0 are strictly foll��ed. 4»0 ������1 ������e������ ���o���d������ �ased on ch� result� of�aur ti�l�i e�ploratioza, laborakory evaluaYion, anci engiiaeering ana�ysis, we b�li�ve the site is suita�l� faz prm�osed d�vels�prtle�t pravisied fQPlor�iri� gen�ral construc2ion reroma�ie�d�atin�s are folla�ve�fl. �ollowiz�g paragr�ph� p:ovic�e aa�1y ��neral recc��n�r�datio�as. VariBtio�s in sail cor�ditions may be encauntered durin� constr�GtFOn. In order to permit correla�ion between s�il test pit c3at.�and actual soil cancii�ions encourater��ciuriz�; constru�tian, vve r�corrL�aer�d that a g�ot�chnical e�pgir�eer b� retained to perform ins��ctiae�s s�uria�� co��truction and to�rovid� s�se�:i�c r�corr�naextdataons for soi�s or fouz�d�tion r�lateci phas�s �f t�� project. � ; � �,;u ''; � ,' �,���) I,�,� � � ,, F9�-0156 (��taber 15, 1I98 Pa�e Nm. 6 6.� �a�1����a�� F�°��a�ra���e� I� ��n�ral, we reco�aax�c���d t�a�a�y s�arfac� wat�r watlyin�c�nst�uction area.s be dr�ined aw�y by cutting dr�i�ea�� di�a•la�s or'c�p�amp��ag f.���a1 a sum�hot�, if nec�ssary. �urface v��etation.inraluding 6 to I7. inches of eops�ii, sb��•i�cial fiil, �s��ay saturated/inund��ed anrl d�seurbecf soil, an.d any non-soil or inc�rnpetene mategials encc�unt�r�d ae t�� tirne of�onsta�u��ic�n shoulcd be reinave�l. In vdet season, a 3-inch to 6-inch thick cr�stt�d roe� layer should be pflaced ir�amedi�tely on the subgra�e after site grad.ing a.nd/or tapsoil remaval to protect anoisiure sensieive subgracl� soils c�uring constr�action ��ctzv�ties. For coz�struction t�c�C traffic areas, at l�as� 1�-iraGh thick granular vrorkir�g base is generally recdtnriner�dEd �it11 thick�r sections andl/oe�eat�xtile fabrics for he�viay tfaveled areas. 6�� �+"n� �l.acea�e�.t �epending upon propc�sed ss�e �racie, aaa�l pra�pos�d baiil��xg ��aS�ares, �d�3ieional striactu�•al ill rnay be placPd on th� s'ree. in gen�gal, al.l r�o,�a�ed stnYCtural f?ll rnateriats for n�w buiiding and pavennent areas shoulsi b.°, placed .iz� lay�rs that, �rhen cc�z�pacted, �a not exceed abo�t 6 to � i:�cta�s fnr fi�e grained soiis (silts and ciays) axld a�ouc 10 t� 1'9 inch�s ��a�rar�ular rnat�rials (sazxds an� gravels). �itis shc�uid not be placed near s�eep �l�opes ar� the �ite pris�b• ta cr�nsul�ing wi�tt a geot�clinaca�engineer. �zz gen�ral, structural fill materi�is fac n�w b�ilding �nd.p�ve�ent areas stzould be m�oistened or dri�d t�a achieve near optianum rxioisture cQnditians a�d tb.en coYnpa�ted by m�chanical means ta a mi.nirnum of 95 percent of the znaxianum dry ��nsity determined frozri AS'I'Ivi I�15S7 r��dified Fro�tor la.borat�ry �„ test. La�.dscape fill can be plac�d a�.d. ca�pacted by ar�echan.ic�t means to a minirrium of 30 percent of � tkie maxarnutn dry der�s�ty d�t�ercYnivaed frorta t��TS� L�1S�7 niaditi�d �roctor lab�ratory test. 6� � � As indicat�d eariier, th�se are gerneraP r�cosn�endations. i7e�nding upon the ty�e af fll materiai used � g� during construction, a geotechnical engi�eer may r�vis� the, fill piacemene��d cnmpaction �' requirements. In any ca�e, select�d sa.mple� c�f f'i�l znaterials should be subrr�itted to our laboratory for � � evaluatin� the ma�irnurri clry d��sity and c�ptimuria rrzoisture coret�nt ar�d fo�eval��ting the suitability of , chosen fill rnat�rials. � � '��i;�i� P3�-015G Octc�ber �S, 19I� �age I�do. 7 , 6��.2�n�.l�R�a�e�aent �fl�rr�ax�D�'V6'eat�ea° During dry �veather, prior to the pla��m���af�ny flls, all expos��! subgr�des shoufld l�� proo�rolled witlh a loaded�ditr�p ta�.rck haviai� a stati� wreight of�t�east 4�,OOC1�qtaa�ds. .�lreas f�un.d to be sof�t or ot�aer��ise unsuitable f�r s�agpor�in� a��ticip�ted stru�ceural ioads during a proof-roll test shauid b� ov�r- excavated a!nsl replac�d wit.�ce�m�sacted fill as.descrits�d below. l7uring dry �aeat�aer, on-site native �oils could b� c�nsidered for us� as fill rr�a.tecia45 �rovided they are free from orgazzics and non-soil debris. How�evsr, v,+e anti�ipate that Yh�se znaterials wxli have moisture c!�ntent i�excess �f optirr�urn, except perhaps during the dries�a�oa�t�.�o�'tiae year, aaac� acc�rding�y, rr�ay requir� c�r,yir�� to a�l�i�ve adect�ate cormpactioxt. Sho►�ld w�t weath�� gradia�� be ariticipat:ed, th� us� c�f on-site �oils as fil� wili lb� difficult�=�ithout stabili�'tng fill mat�zials �.zsiia.� lx,�te, �em�nt, kiir� d.ust, et�. 6.�.2 Fi��'��ea�xe�t �u��g��t�����e� I3�arin� wet w�ath�x, gradir�� c�c��atti�g ap�r�.tions sho�.�d b� perforr,ne�i u�ing a sra:�ool:ia bladed trae.ked tl backl�o� v�orkut� frasn.unciisturbed or unexposed ar�as or irom aY�as wh�re filt has beet��laced anct compact�d. 5tructural 5ubgrade areas �k�uuld be cl�anl�+ cut to expQS� �'tnr►undosEurb�d s�il. I3uz�izag vaet weatlg�e, s�bgx�des sh�uld nc�t�ae pro�f-roil�d. A geotechnical engine�r should evaluate sAte conditions ant�provide specific recomm��dations for sub�rade preparation amd fi11 pl�tceznent. Qn-site nativ� soils are iaighly r�aistu�e sensi�ive and Yhu� vvill not be stti�ble for txse as structurai fill � during wet wsather u�tiess they ar� st�bilized. �f�n-site soil� must t�us�d as fill rr�t��i�als, th�n we � stxould be contacte�. for speci�'ic z°ecomm�n�laeions ior c�r�-site soil stat�ilizati�n usin� li_me, c�rner�t, kilrz- � dust, �tc. Based o� �u�preliminary eval�ation, we anticipate the�.se of roughiy 3 to 7 percent (r�f dry � wei�ht of rnaterial to l�e ireat�d} cera�emt concent for on-site soils. I�igher cem.en.t cc�nterat will b� � req�aired for higher moisiure co�ate��at the time oi coe�si7-�ction. t3 ' � r�s an op�ic�n, all-�✓eather, cle� gra�lul�.r ti11 n�.aterials such as sand, crushed ro�k, or sand and gravel c�ntaini�g le�s ihaz� 5 peACeizC ir►acerials passing #200 si�ve �:an be �as�d as fill e�uring ur�t weath�r �anditions. t+ I•IP� II� � •'1I I '� � ;h;�l'� :�';� ,�� , i � p�a-oiss ��tober i5, 19�1� P�g� I�c�. £� � �x.� �ac�y���an and ����t��� 'I'emp�rary�areh slopes iz�d�y se�son zt�y �e c�at�ear�rea°�iE;al up tc 5 feet d�ep. Iaa�e��ral, s�ay v✓�atl��r��.ca�a��ons �t��g��r thai�S i'eee shc��.��b�pea°fo��d in accaardan�e�vi�a IDep�r.t��n�of L�bor (?��upa.tional S�f�ty azzd �eaL�l ACIITT!)il%S�'��i�Il�'C9�I�� glil(I��lI1�S g�I'T'�3�B SQl15. D��� excavations for auy basenl�nt� or deep utilitie�s xn�y b��;c��vated at gx�des st��pea� than�t�e reco�nmeaaded��HF� grades providecl the �xca�atians ar��onitnred �d c�etifi�d by a regist�red geotechnical engin�er. JPlease not� �11aY sit� safety is tl�e �ole re�ponsibili�y �f�.'��proj��t cozatrac�oa. ��rorarrdvvater seepag� �a ex��vatzc�n� should � antacipated dtxrbn� t�� wet s��son of the year. FoE r�ost af the excavacions faar tfnis pro}ec�, �aa�-spir�g �rom sunr�ps out�id� the lia�ai.�s of th�exc�vatimn s�.outci controi grounciwatex s�epa�m aa�ci surface w�ter pondisig. All deep excavatians seach a� u�il'rey kr�nches sh.�uZ�d pr�ferahly i� rz�.d� ix��xy s�aso�. Soils �x�s�sed in ex�a�ak�d ar��s slro�.ld be,•prat�ct�d fr�aare rain, fxeezir�g, and excessiv� loadir�g alc�ng ec�ges. Surface v✓ater r��►-�flf�shouid b€ irit�rceptec� and cirain�d �.way frorra excavated areas. Ideally, ir� structural ar��s, ca�cerx st�auld be gc��xe�vvi�.i�,24 h�urs c�f the ��mpletiore of��cavatioa�. 7aG D���� �.��o����+d���c��� '6�d�have s��ve�+��a�c� �f�illav�rird� desi�n r��c�a�xee��na��tier�.s usaaYg�ie rusul�s c�f c��r st�ar�y aa-�d oazr fl��vvledg��f gropos�d�onstrr+�ctic�n. �Te shca�als��i� Ganta�te� to revis� o�ar desi��a r�cazxunendations if pra��s�d const�-ucea�ri clxaracteristxGS ar� da•astical�y di€�'er�nt fr.Qrn thc�se descri�d i�S�ctiuri 2.0. �� , �ji���y;�� ?��I4�! � „'�; .e.� P�8-0156 E�ctober 15, 199� Pag� hto. � 701 ��a¢��v����� ��a� ������p�.i�a��; �ased on tl�� r�sules of our stud.y, we znake Pollowing recor�u�endations fcs individrial lat dev�4opim.ent. ���l�c�. 1 � � !�s a rru.nfls�a��.im, �isc�z�rg� al�drain systetns (�our�d�tion, roof, surface, e�c) di�ectiy into a suie�t�le r�c�pta.cle b�rt�o� into ttx� f�c� of th� steep �lope. � Zb,[inianize vegeeaeio� remc�vai fr�tx� st�ep sd�pe a�e�s. Provid� erosi�n prot�ction for�xposed aa�d eroded slope face. � Aaa a�fs�t af 1�D fe���rom �h� ex.i5tiaag cre�tl�Ye of�n er�sled slope shoul�t b� used for lio�rse la.yout. IP this offset requi.r�ax�ex�t cara r��t b� rn��, t�x�t� a lot-sp�cifi� g�otechreical evaluation must be performed by �as or a quali�'a�d and reg�sterec�g�ot�clani�al engin�er �ft�r �� house layo�xtlpfl�n is �vailabi� for review. �.,o�I�1�a 2�flar�a€a� lL�t�Ts�. 5 g �urficial fiil €af�p t� 12 ir��kt�s azad iss�lated al�fi�rs� b�r� stnaLtures may b�pt��sent. f#ny existin� surficiat fil� alc�ng ��iL�x ts��a�ail shocalc�be r�m�ved. @ I�Io ot�ier ic�t-v�aeca�c r�c��r�xrx��;d�.tio�as arP req�.ir�s.�. Nevert.�ea.��s, if the plac�rner�t�f l�rge qu�ntities of fill o�°tt�ep excavations are z�eq�aired, then we shauld review the gropo3sd hause layo«t/pia�is a�d canfarrxi the applicability of o�zr r�cor�menc�ations. I.a��l�to, b ��r�aa� 1� � � �`° � No loe-specific r�corr�nendatio�s ar� req�ired. 1`�evertheless, if th� plac�nie�t of larg� quaY2�ities o� � � fill or deep ex�av�.tions a:e r�qu.i��d, �Iaen we sho��d review tlse�ropos�d l�ouse Iayoudplans and � confiz-rri the �pplicabilicy of our r�cc�mmendati�ns. � � � I.,��I�1a�. 20 t�a�3 � � As a minimum, dischar�� a1P drain syst��ns (fou�datian, roaf, sur�ace, e�c) directly into a su.itable recegt�cle b�t not into the face of the steep 51ape. „ � .� � �� ��,�� �� ;� ,� �� ,, ��, � ------- P���0156 t�ctad�er 15, I5�9� �'a�e I�I�. lti W IV�ir�imize v�get�.tia�a rea�ovafl from �teep slog� ����s. k's�ovid��rosao��ra�e�tio� f�r ex��sed and , �rn��ed slop� f�ce. m A lat-sp�ci�� g�a�ecl�c�i �vatuag�on r��st b� p�rfa�rn�d by us ax a quaii�aed ared registe�e�. ������h�?i��I engi��er•a�t�r�r� hous� layc�u�/pdan is availak�fl� f�r r�vi.���. '702 �"��ne��i�� Proposed new t�z.�il�i��s ��.�x i�e aupported o�proQ�rly prepar�� native subgracie or cn s�ructtaral fili usi;n� ca�xtinuo�.s �nd iaad'zv�d��al stt�l�o�,x✓ sp��ad footings desig�.ed f�r fallovYin� n�e m�x�rnum altow�bie taeaxing capa�;i�y of�,�� �a��"e '["�a� �ive�a �lio�xal�le i��ririg �apacity is in€�axd�d. fcsr d�ac�i lo��s ar�d su.stazr��d Ziv� ioasis a�s��a�a k�� ar��r�as�d t�y �r�e-c�ira3 f�r th� toeal of a.11 1����s,�i��tuding short-teg�x� �vin;� or s�ismz� loads. �Il re�ider�ti�l f�QeP�a�s s���id. b� a�te�st 1F a��h�s °�ide. All c�nti�auo�zs �xterior foc�tings :�ho�id ext�nd eo a zflxin�rrxun�d�p�h csf l� anc�a�s b�n�ath t�ze l���se adjacenfi ext�rior co�n�a�te;d grade �Q prc�vicie �rc�s$pctst�c:���aa�a�� t�s �.ir�iax�iz� �a�ar�ch�.ng s1��ar �aiiure. Intex•ior fo�ta��s in�Seaeed ar�as c�n t�� pt�ced a�any co���rai�tzg ciep�i. �Je ��tirnat� th�� fm4�nd�Yi�z�s s�ppo��ed on naeive subgrad� d�si�Y�eci anc� cs�r�stx��ted 'ug acrordas�ce �ith tYAe a��a�e €•�;css���.d�ci�ns �ai�t �xp�r.i�n�e tot�l sc�l�rrz���ts �eraet�ily 1�ss t�azz l�-inch �z�d +�i�fer�ntial settlezrents t�tv�e�� col�rr�s g�n�rally l�ss th�rs '/z-i�zch. Ailow�bl� later�l �ri�tion�l r�sistaz�ce b��vveen th�� base of fnot�at�;s and t�ie i�aeive ar fi�l subgr�de can be expressed as th.e ap�ii�d verzi��l �oad rn�.Etipfli�d l�y a cceff�ci�nt of fri�tie�n of 0.35. In addition, � I�t�ral loads may b� resisted�y passive �az�1 pressure� based on a�equivalerzt �7�uid d�nsity of 350 � pounds �er cubi� focat �(pcf} on fc�ot�xgs�;aur�d °'n��t" a�ain.st irt-situ sa�il� or pcop�r�y back-fiYfled wi�Y.i � structural 1�ilt. '�'his recami�rend�� vaiaz�s i�clude a factor of saf�ty of appr��cirr�ately 1.5, v✓liich is � approgriate due to the arnc�az�ati of n��verss�aat req➢ai�ed to d�velc�p f�a11 passive re�isr�a��. .�a � � If the footings are co�astnFC�es�ci�.ri�g �vet cwea�er, i�rraay be nec�ssasy to protect th� fouaidati�n � excavation bottoms fro�a dxsturbance durzx�� cor�str�actiun aetivities. Iz�this r��ard, we recoa�un�ncl t�aat a 3-in�h to 4-inch thickness of crush�d r�ck be placed at the bottaHn af�lYS f€�oting excavations in�mediaeely a�ter the ex�avati�� is coaYapleted. ,i� � '1�,k:�,. ^�'�t� ' ,j �� �s,. �9�-�156 C?ctz���r ls, 1998 P���;� i�to. 11 '7,� �`i��� ���abs �� �Y3�1�C1�!$�� ��t.19� O��Ta%YD.�'� stab �vi�h�r�w� space. I�'cancr�t� sl�bs-c�a�r�r�c1� i� rzs�d, th�ra it shs�r�fld be s�pp�rtec3 oa�na�ive sub�rad� �r ar� stcuc�ixr�l fi115 af�er Y.�e topsozl is remov�ai and a�ter th� su�gr�de is praof-ralfl�d. ,� e �or concret� slab-on-gxad�, v�� recaznmend s�a�pla�ezne�i of a miiiimu�z of C inches of free-draining (a rnaxi�'axn si�e af 3l4 iz�ch vvitla less than 5 perc;en�passing the A1o. 20� sieve) wel�-gradet�grav�l �r ci�us�Zed r�ck bas�co�arse t� pxovi�� unifo�rn sub�rade r�actiom c,r supporg for the slab. 'T'�e b�se co�irse m�qer�al silQUld b�cora�pact�d t� �t least 95 p�rcent of the maxi��uan densi�j determin�e!by f��5'�'I�i Ia 1557 laboratoty test grpG�da�r�. "I"k�e cnished r�k beneatta slab-ata-grad� sh�afl�p��vit�e a capillary breab for tt�e migration of moisture tfirog��h th� spab. If aduitior�a� peotecta�a�againsc za�oistur�vapoz�is desir�d, � vapor r�t�.rd�n� rn�mi�rane may alsm '� izsc�rga���.t�d ir��o the desagza. �ie�aus� of vari�Y�tes si�c�. as c�st, �pecial co�sid�r�tions fo�c;onstrra�tisa�ay 6656� ��UI�'VY4iLA1gJy `ve suggest that the awn�r �r the azchitPCt m�ke decisi�ns regardan� the tase c�f vagcar r�tar�i�� rners�bran�s b��eatt� t�a� slab. "7.� �.������ "t���s Lat�ral e�er�h pressur�,s on walls that are �toe rest�ained at the to�, sucia as r�taining �vails, etc., r�ay be �aflc�lat�d using �ra equivai�nt i�uid pressure of 35 pcf for level backfill and 60 pc��cr s�e�ply slr�ping backfi�l. �lalls that ar� c�sea�ain�d fronx yzelding at th� tap (such as fcaundation/ba��ment vvaT�s) r�ay b� calculated using an equivalent fluid pres�ure of 55 pe�for l�vel t�ackfill and�fl pcf for st�egiy sloping �, back�'i�l. � hh� � �,aterai eareh p��ssur�s on v�alls may tsw resisted l�y passive pressure resistance acting against faoting � base anci Y�y fri�rioizal resistaz��� betvve�n f�otii�g �l�men.ts and supp�orEin� s�ails. �z�egu�valent fluid � o � d�nsity of 350 pounds per cv.bic foot (p�fl arad a frictaan faccor of 0.35 ma� be us�ci for re�aining wall � � design. The r�caaximencted equiv�lent fluid.densiiy in�ludes a facto� of safety of 1.5, �v:zi�h is � °'� appro}�riate due to the amount of rr�ovem��t requirEd t�develop full passive r�sistanc�. � ; 1+- �^ .�r� .f i A :; .it .� �s�-oz�s �ctober I5, 1998 �a�e No. 12 � � Al� backf�ll imria�ediateiy b�hind ret�inin� ��31�, fo�a�dati�n walls, et�., s��so�ld be s�l��t gran�a�ar cnar:er��i (sanct and/or sa�dy gravel). VVe anticipate that�yz-sit� rnateriai�will n�t b� suitable for tl�is purpos�. f`s.il backfzll t�hind walls sho�alti !a�placed ;ai lifts r��a exc�eding 6 i�iches ir� loos� thicicaiess �ri�cor�xp�ctec! to at least 90 p�rc�nt of the a�aa�im'sra�d�,� derisity ob�xzaa.�le by die !�S'I'I�1 S3 1557 test �r�edure. �Jhifl��ia�ing �ill L�el�ind walfl�, care rnust I�� ta�sen to mia�iniize taflxdt�� lat�ral lc��ds on�ae wal�. �. � a 7.� �e���al �r�i���� lFoe����tia�c draizis shouid be ira�talled at the base of all f�Ati�ags pl�ced on silty sul��rad� t6�ar��eiit sus�fa�e ar�ci s�adl�vv per�t��d vv�ter frorra ta�i�r�ti�ig b�n��� �c��tings. In ge�eral, b��idia�; �xeas pl��ed b�I��v ext�ric�r site �rades xn�rs�U�,pr�vxc�ed wit� a sv�ll-desi�z�ed drairia�e sys�em i�ordef to contr�l hiyd�ostatic pr�ssures ��gai��l�a.lAs, s�epag� aF gr�s�nd.water [hre��zgi� Ua�e w�.11s, �kc. tJ�ti�r no c�rcurz�stances sh�talcl surface w�ter�.�n-caf€'�nd roof drains h,a l�d into fcaur,dation drains. sazrf�.ce nLn-aif from r�ofs, parki�g areas, etc., s4�iou�d be ti�ht-Iined into ss�rrxr�.se�ver or other appr.oved lisposal areas. Al� pa�verr�ent ar�as shoulef be sla��ci away from rh� b�ildixbg eo pce,✓ent pox�ding of w�ter neaz•bu�ldings. Ail drRtsn syst�xns ror �,ot N�. �. �nd 3�e l�a. 2,C3 i1�.a�o�agh Na. ?.3 raxus€i�e�lisck�a����i ix�tr� � sui�able r�ce�tacle l�ut not int� t.�1� f�ce c�f the s�ope. �a+6 ����z�n��a� I � � In genera!, grinr to pla�aaa� the bas� ox 1PVeting cou�rs�, the sub�racie sli�uld be proof roli�d vs�itk► a � l�aded duznp truck having a zr�u�ixr�aam scatic �veig�ae��45,0(3�D porands to d�tect areas or pock�ts of ,� unusualiy s�fr r�aeerial. TT�iiese failed �z�as slaoa�id be �xeat�ated and repla�ed v�ith s�i�ble cornp�cted � fill. �ill xnaterial should b� s�iected acc�rclAng to e��r re�ornnZendations describ�d in� Sectian 5.2. A, � file�r fabric shoulci be placed 6vex all f�e-�raia3�d scsils (silts-ciays} prior to �Pae �la�eanent of base rc�ck. �'' �,s. i�' 't.,� i � r.�; .�t� " ;j ' � i�y � . . P�8-��5� �ctc�b�r a.5, 199� I�ag� I'�ta�. 13 �3ased os��ur exp�ri�r���, vv� h�ve pravid�d fbllowir�� �r�ii�xdir�ary pa�er�e�at d�szgza reca�nerrdatic�a�s fog�planriin�a��ar�a�se� ssnly. ��a�� t�� prc�j�ce txa�fic da�is a�aila.bl�, �� �vzll revis� �aur pr�l;anin�ry re�orrr��nd�tit�a�s ��� ra��si��y ���if n�cessaY•y. 7,6e� �f�e�aYana���as I'���a���� �1V� assurneci�deszgn Calif�xzai����r.izi� Ratio (��3�t) of 3. �JJV� �ss�raaed 15,0�0 c�r.��xlatzve ES�I.,s fa�p�ar�si�� ar�a and 50,�t?c�am�alative ES.�.L,s fo�driv�way �reas for�,a years e�f s�esi�n li�e. B�.sec€ �r�tP�.�s�asse�zr��tiu�s, �� r��oa�rz��r�d ���l�wi�ag bituz�i�zs��s p�veen�nt sectims�s: ��teri�ds 'Thickn�ss T;nt��nce, �3riv�w�ys, �ar ��xvic� �.oads T'ax•'�izi� i�itumirc��as �:e�n�r�t� (l�,�) � t%1C:k1£� 2t/x i.��h�s ��+xs��r1 �c�k�a�� E irich�s €3 inches �'eme;nt'I'reat�c� ��s� (��tia�) 4� irn�l��s 4 irarlxPs �ktuani�oiAS pa✓�rra��k c�usl��d re�k bas� ca�azse matez�ials sho�al�1 ca�e�ist�k'we��••gradec� 1'/z-ia��h c�r 3/�- in�h rnin�s crushed xcaci�, havir�g tess +�hari J p�rc�nt material passing # I�do. �00 sie�=e. "I'lie L�ase , i ca�rse an.d bi�u�nit7or�s c�rc�rec� znat�ri�ts sh��al�i conforxn to ttt� rer�u.i:em�nts giv�n in t17.e latest edition � � af tr�� Stace of C�r��oc�, ��ndard Sp�ciftcaeians fcar I-�igb`vay Cons�itsciicsn hastd���1�. Iri ge�eral, th� � base c�urse �a.�er4�Y shc��ld. be coza�p�.c��d t� at l�ast 9S per�ent��ehe r�aa�iia�.�rx�d� d�z�sity � d�cermin�d by tli� .t�a'i'�,i �-1557 ��a�n�a¢rsry t�st�a�aceduze. 'I'�,�bitu�rsi.no�as c�reerete mat�rial (R�) � �°' � s�ould b� c��p��t��. tc� at i�ast 90 perceza� t�f�k�� tk���re�ical maxian.urn d�nsity cEee�rn�ined by l�ST'I'vd � � I7-2041 (Rice �p�ciiic. C�r�.�vi�y} la��r�tary [ese proced�are. � � � � :� .�,w -� , .�:: - :.�k_ .. � � - .F--: '�j��, �. -� - z��- ':` ',�-' ���- . ,.. . .. �1 .. „ . . P9�-Q�S6 �cta�ier l.S, �998 �age l�o. 1� 7,6.2;��a��re�e�����aemm� �� assuaned a desig�a �oc�ul�as flf sub�r�d� r��c�o�, �, of 1�(}pGi. L��,�ed on o�ar assu��d k val�ae and ����..,s, v�e e�co�am.�nd fofllcs�az�� c�a�cr�te p�v�x���i se��ioa�s: Nta�ri�.fls �'hi�t���s �n�rance C�r . s�rvice Ito�ds Farkaz�g Concret� 44,Q�3fl p�i) 6 ira�lles 4� a.�ckies L�veiir�� Co�.�s� 2 inches 2 i��hes (�a�a� ar �.�1-��a���r �ase) �' t�r��� t�� p�ojec�d�t� is a�razlabl�, �u� Gaz��res�ai�� ��taai��i p��erxi�nt d��i�n recornxnexa�latic�n� that will dis�cuss j�in�s, r���"�x��a�nerct, �tc. �a� ������°�����a�„I����t���� > �'� r�cer�x��r�d�a�a ��.�s�e��a��l ea��ir���r ���x�'sss�� �.�d zd�s�tafy all �;ac�avat�sl foa��'ss��s to veri�'� subga�ad� saii�o�di�ic�x�s. �S.11 st�c�zr�I st�bgra+��s s�'�a�a�i�t� �a��c��c�tl�:�. ia3�� gx�s���� �f a g�at�chnic�l e�gin��r. St�a�t�ral fill�lac�rn�r�c �.aic� cc��xipa�ti�� sk�ould b� ���tialuc�r.isly abser���d and t�sted by us. �'ill sarriples shoabicl b� subrt�t��zP t� o�� laboratory f�r evaliaation przor to its plac�rr�ent. � � �o� ��n��°� ���d������ � � ' � � �e ha.ve cr�rrapleted this �t�ady ir��e�.er�l accordar�ce wi�g��ierally accepted ��t�tech�ical en.g;ineeaing � prin�i�les arad grac�i�es �s dis�uss�d in�.S�E docuix��nt included an an ap�endnx. Tlais ��varraa�ty is in la�u Q��il ot�.�r �✓a�ra.aaties �xpr�ssec� or impAied. CY�a�c�darsis is n�t responsible �or Yh� ind�penc��nt ! ��nclusio'xs crr r�cor�x�.en.datiUr�s znad� by oth�rs ba���o� infc�rngatao�pres�nted ira ehis rep�rt. � �.�G€�99���°��E� • � ; � I � i I �� I � � � � � ... . _... ... .,... .... ._ ..:;. .t:s. ...:.. .. .:: .: . .. • ,.. ..: ... . ,::.. .: .a.,,...: . _ . ... .. : „ ........ ..r.,,,... ,. ....... . ..�.., � �: �y�..- .. ... ....._ ._�..... ....... . .. . _ „ . -.... ->�, ,. . 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C?r�TUM (��le Lt7�GED�Y �4fd�DA SAIViP�.� Ih1F�3FtPVl�lTIQk� � � �7EPTh3 5R[�PLE sLf3vv Reccv�zy u.s.c.5. � ����RlPTi��! �d��'I�Fti{� � � I=E�T' �"Y('� CC3l.i(V3� °/a SYP�lBOL � u°a.i GR�� � TQPS�IL-�J�rk c�r_a,�silY with roots � 9 " SiLT-Brown gray,meciium stiff,moisC C�� SlLT-Gr�yish brown,stif6 to uery stiffi,rnaist 2 �F�A� � /�+p� 3 V{V9� 9 `P'� � Y�st Pit 7erminated aY 5 feet GrAUnd�ra4�r seepage was nnt encountered during excavation d � � � �{� � i@"���' ^ �6 Q � � � Q � ~ �tj� N 6flA O W �p�� � 0i1tl C� � � 0 m a - � w bRiLL.IPIG CONTf�,CT�f� SlTE GQPIDITlOR1S `�P�� a� I�����d s�th�ea�t porti�r�of the�it�a� o DRILLING M�ThiQD F.$��k91�� �h�D49iC➢ IP�fil�tliG 2 L � DRiI_L{iVG Ec'.lUiPf�hEIVi' �aC�hCa� w ti w DRILLIN�STF�RTED ENDED c� ,��..� __._.� '!"�ST PIT PiUfiR��R ��� Shl��T '� G'iF 1 �_ � P�o.�E�'r tvp�7� �r���as�t��ubd�v6sc�ra t�oGaT�n�� L���d �sa�r�f��7�bth�Av�.,'Pi�ard,��t P4�OJE�T tdUPV96�R �3�-9��� �IiF�FAC�ELEV,�TIpIV GiATUPv9 Bifl�l� LOGGECI 8Y �MA �f�f�iPL� 6���FdN�AI°it'�f� _ h � , nE�'Tfi SFIMPL� P�C��7 M�IS- U.S.C.S. � �ES�'..�l�'F iC1iV ��I�Ir�FZ1e..�. � � FEET 7YC'� !'�fV�'�R, TURE� SYMBt3L '� d �Sf % W Gi�B ML '—� � TOPSOIL-Dark gray silt�vith roots� � � ML SILT-�rov�n gray,medium stiff,rn�ist GRAB 2 � ` I i 5 Test Pit T'erminat�d at 6 feet Groundwater seepage was not encountered during excavation � ;� � � � � � m N � � � � � � � �y9� ¢ !(JJpI �1 m'd � � a --� � D�ILLING CONTRACTOR SITE CONDITiONS 1"�-�'ss Er�t�teci irt�he c�a���al po�t6ora af th��it� � DRILLING ME7'FII�U �ackho� ����°�� B��°g���2 a a DRILLING EC�UIPfUEP1T �3�kB50e w DRILLING STARTEU cPJD�D � – -r�sr�i�r tau�rt��� 1"�a� sa��er � o� � �� F'ROJ�GT NANi� ��`€��➢s�����9b���'i���i LOC,A'TIQN [��ad �ncf trf��70th�A��.,'Tag�rd,C�6� PR�Jk�C'�PiURAWE�i Fa9���S� SURFACE�L�V�,TION C�,A'i"Uf� fl��L LC7GGE�BY ��A �F�f��PL� B6VFt7RMATlah! � �~ � D��TM SAMPLE PrJCK�T MfJIS� U.S.C.S. � L?�5��{F�l�lf�� FaEV�/le���'44� � u�,. FE�Y' 7'1'PE PEPIET'R� 1'13�t�, SYMBUL v' —r tsf % � GRAE3 �� �. T4P5QIL-G�ek gray silt with roc�t� 1 SILT-�row�n gr�y,mgdium stif�,moist GRAB ' 2 GFdAB 2�J 8EL1'-�rayish brown,sfifiF to very s4i4f,moist 3 :;� Test Pit'ferminafed at 9 feet GraundwaYer s��page was not ercountered dusing excavation � t ! m �, � � � 0 � 0 z a r- N O w � � _� a � DRILUNG C0�9TIZACTOR SITE CONDITiONS TP-6 i�A�cated ira th��ou8hvu����S�rtio�of the � DRlLUNG METHOD ���§c�9Q� sit�a�sh�wn in f"sgur�� a a DRILUIVG EQUIPMENT ���'RhCS� ~ GFiiLLING STAt�I'ED EfVGER w F- m..�.s.�.d, �r��zi��t�unn��� 1'P� �r���r � a�� 1 — - � PROJ�G"f NA�� �re��i��ed Su�s�9ivi�r�ra �.c5CA7l€3t� �e����d�g���OtF�A�r�.,'Pd��rd,(�4� PR(7JECT'�lUMF�ER PJ�-0`��6 �U�FACE�LEVATIGSt� DATUf�fl �9�P LOGGED 6Y ��� �Atv3PL� IN�'OF��iI��'ION ,� �� �� � 17�P�'Fi SAPAPLE BLQW Reco�+�ry U,S.C.S. � [��SC{�IP�60t� ��iV1Af�KS � a FEE'f° E'YPE COUPITS % SYMSQL � � �. w ` ��+� '—' 't"Of�SOIL-Dark gray silt with roots �`"�"""�'""" i ��qg SiL'T-Brov�n yray,medium s4iff,moisE 2 5 ' I I �. 10 ' GRA� 3 e Test PiF Termina4ed at 12 f�et GraundwaYer seepage u�as not encourifered during excava4idn m � U � O Q � O � a � � 0 rn a — 3 DRiLLIi�C COIVTRkC'fQR SI'fE CONDITIOMS 1'F'-6 is loc�t�d in th��ocat6�w��tl pa��tBQn of th� o D6diLLl�3�METHOD �a�kh�� site as sho�rn i��igaar�� z cxi DRiLLiMG EQUIf'NiENT �3aiCkF1C►� w � � DRIl.LING S"!'ARl'ED �NDED ` � - ,,.�.. _— -�,.��..�.�,. ��r�z�t-�r�u�,�B�R °6°P'm� 5ta��Y °� �aF � „ _ � �� � � P�tt��l��'��ls��►� �s�rspcs��c3 5es6�ei6�re��r�s ��- t.�c��'io� ���d �c��a�f��6'�'fl#h��s�.,'TBg�rd,�F� PROJ�Cl"ftlUM�Cl� 9���-���6 ° �lJ��,��E E�.�VATION I7�RTl7� ���. L�GGED�Y aV�A �1�6�IF�l.� iNFC.�F��tIA'TI��I � � � D�F�T�i ���IF��� N�L'K��"� �iC31S- lf..r,.C.u. � ���'aC6�IF�1'IORI R��e1A6^24'CS � c`�ii �GET 'F�P'P� PEN�TR, TUR�, SYPJ�8C7L -+ ° tsf °!o t� �F2�Mf3 — � TOPSC3VL-q�rk c�ray silt�ith rooEs � �fL"1'-�3r�wn gray,mesliurn sCiif,moist� ��A� 2 �FtR� 27.7 �ILT �Grayi�h brown,stitf to uery�ti�f,m�,is� � r 5- � i'esY Pit Terminated at 8 feet ^ Groundvwat�r seepage was ntat�n�+�unt�?red during �xcavation � � � m � B N Paal �V � � � U � a ..& F � 0 w � -� � � DRILLING COtdTRR�CI"nP�t SIT��qNDlTlOiv� `d�d��T i� 6C���ged 169$h��t�tlt6����$�+e�Y�e�e63�ff$h� � �RILLINU fiRETHC7Q �3ackhc�� 5i�������w� 6r�fi�c�r�2 a_ a DtilLUFd�Et�UIF�MEt�T ���kht�� r w bRILLiPlCa S"P'ARi'�Q_ Eh'DEL7__ � �.m..�-m, ------ ,.,�,.....�.,�,m. ���. _ xs�A�� �iie. TIGARDA �0-•15-98 ls: ii •M�k•k�k�r*�k#�k�k�•k�irie�drir�,4*�lr�k*�k�Jr�k9e 4�R•�k:F*i:•kk�4�kirir�Fie�,4ir * X S T A H 'L '" k 'k * Slope Sfi:ability Analysis * * using the * * Method of Slices * � �, * * Copyright (C) 1992 � 96 * * Intercctive Softwa.re D�signs, Inc. * , * Moscow, ID 83843, U,S.A. * � � * � All Rights Reserved * - * x * V�r. 5.200 96 � 1455 * ****:r��***�***-x*•x.r****�n•,r**,r*�**�*•k*�***�*� Problem Description : Tigard A-A' section ---------------__------------- � SEGMENT BOI7IVDARY COORUINATES 4 SURFf�CE boundary segments Segment x-.left y-left x-right y-right Soil Unit No. (ft) (Lt) (ft) (ft) Below Segment 1 120.0 250.0 225.0 270.0 1 2 225.0 2`]0.0 250.0 265.0 1 3 250.0 265.0 450.0 300.0 1 4 450.0 3�0.0 650.0 310.0 1 4 SUBSURFACE boundary sec7ments Segment x-left y-left x-right y-right Soil Unit ' No. {ft) (ft) ;ft) (ft) Below Segment � Z 120.0 240.0 225.0 260.0 2 � 2 225.0 260.0 250.0 255.0 2 �3 3 250.0 255.0 450.0 290.0 2 � 4 450.0 290.0 650.0 300,0 2 �9 � � � � ISOTROPIC Soil Parameters -----------------------____ 2 Soil unit (s) specified Soi1 Unit Weight Cohesion Friction Pore Pressure Water_ Unit Moist Sat. Inter.cept Angle Parameter Constant Surface No. (pcf) (pcf) (psf) f�eg) P.0 (psf) No. 1 ].00.0 110.0 .0 28.00 .000 .0 ]. 2 120.0 130.0 .0 30.00 .000 .0 1 � � 1 Water surface(s) have been specified Unit weight of water = 62.40 (pcf) A Water Surface No. 1 specified by 5 coordinate points *�Fic;4�e•k�,t�k�t*�k:Fir�;i:-4•k A--k-k*ir xirx�k-k#a4ir�F�lr k�k PHRGATIC SURFACE, , w-x:a�+,��x�;r�x**,�**�,�•**�kt*w*-x*,�;t+,r�.-**�k Point x-water y-water � � No. (ft) (ft) e 1 120.00 245.00 2 225.00 265.00 3 ' 250.00 260.00 4 450.00 295.00 5 650.00 305.00 A critical failure surface searching method, using a random technique for gen�rating CIRCULAR surfaces has been specified. 100 trial surfaces will. be generated and analyzed. 10 Surfaces initiate from each of 10 points equally spaced along the ground surface between x = 120.0 ft and x = 300.0 ft Each surface terminates between x = 200.0 ft ° and x = 500.0 ft Unless further limitations were imposed, the minimum elevation at which a surface extends is y = .0 ft * * * * * DEFkULT SEGMENT LENGTH SEZECTED BY XSTABI� * * * * * 6.0 £t line segments define each trial failure surEace. ANGULAR RESTRICTTnNS The first s�gment of each failure surface will b� inclined within the angular range defined by ; Lower angular limit :_ -45.0 degrees Upp�r angular limit s= (slo�e angle - 5.0) degrees �actors of safety have been calculated by tkie : * * * * � SZMPLIFIED �ISHOP METHOD * * * * * The most crit.ical circular failure surface is speciFi�d by 43 coordinate points Point x-surf y-surf No. (ft) (ft) 1 260.00 266.75 2 265, 66 264 .77 3 271.37 � 262. 93 � 277.13 261.22 5 282.92 259.65 6 2II8.74 258.22 7 294 . 60 256.92 8 30Q.99 255.77 9 306.40 254.76 10 312.34 253.89 . 11 318.30 253.15 12 32A .27 252.57 � � 13 330.25 252.13 19 336.24 251.82 � � 15 392.24 251.66 � 16 348.24 251. 65 17 354.2� 251.77 �fl 18 360.23 252.04 � 19 366.22 252.45 � 20 372.1A 253.01 ' � 21 378.15 253.71 ' 22 384 .09 254.54 23 390.01 255.52 29 395. 91 256.6�1 25 401.77 257.90 2� 407. 61 259.30 T�� 27 413.91 26Q.84 28 419. 17 2f2.S2 29 429 .89 26�.33 , 3Q 930.56 266.28 31 436. 19 268.36 32 941.77 ?_70.58 33 947.29 272.93 �. 39 452.75 275. 41 35 95II. 15 278.01 36 463.99 280.75 97 468 .77 283. 61 38 �73. 97 286. 60 39 479. 10 289.71 90 ��9 . 16 2�2.95 91 489e13 296.30 92 494 .03 299.77 93 497.53 302.38 �'k*'" Simplified �ISHOP 10S = 2.33II *�** .� � The following is a sununary of the TEN most critical surfaces Problem Description : Tigard A-A' section FOa Circle CenLer Radius Initial Terminal �esisting (�1SHOP) x-�oord y°coord x--coord x-coord Moment (fL) (ft) (ft) (ft) (ft) (it-lb) i. 2, 33� 395.9� 503.53 251.89 260.00 49'1.53 5.736E+07 2. 2, 3A6 160.95 366.43 123.26 120.00 234.09 7�050E+06 3, �. 397 197.21 400.95 152.89 120.00 226.43 S.00lE+06 �1 , 2, 385 336.93 919.77 180.9?_ 240.00 473.56 5.316E+07 5. 2.93� 360. 96 376.33 119.32 300.00 452,7H 1.563E+07 6. 2.�94 363.73 �37 .45 186.99 280.00 492.76 4 .2.52E�-07 � . 2.A�1� 191.02 425.29 176.5n 120.00 22�1 .99 9."770E+06 � . 2.481 296.46 6�3.00 43� .50 200.00 495.49 8. 94�E+07 �a. 2.539 183.82 319. 95 66.72 160.00 227.48 1.386E+06 10. ?_.59� 162, 32 919.06 166.75 140.00 233.56 4.297E•�06 w * * END OE FILE * * * �ST�6L �il�c TIGA�DB 10-15-98 14: 14 ��w����*��**��k�x�**�*�*******��a•�****+*���� * X S T A B L * � � * S].ope Stability Ana.lysis * �k using th� * * Methocl of Slices * * ,r * Copyright (C} 1992 �i 96 � w Inter�ctive Sof.tware Designs, Tnc. * * t�loscow, IU 838�13, U.S..�. * * * * A'11 Rights Reserved * , * ,� * Ver. 5.200 °6 �1 1455 * �0.•�k#i(*-k*�lr�k ix:M*�lr�k�k-k�k�F*k#�Ir*�kir:k-k�k�Fi,•+Fie�k*�IriM�ki��k*�k* Problem Description : Tigard B•-B° section a SEGMEI�]T BOUNDARY COORDIN:ATES 3 SURFACE boucldary segments Segm�nt x-left y-left x-right y-right Soil Unit No. (iT) (ft) (ft) (ft) Below Segment 1 120.0 250.0 200.0 260.0 1 2 200.0 260.0 ?_40.0 280.0 1 3 290.0 280.0 550.0 310.0 1 3 SUIISURFACE boundary segments Segment x-left y-°left x-rigl-it y-right Soil Unit No. (ft) (ft) (ft) (ft) Bel.ow SegiYient 1 120.0 240.0 200.0 250.0 2 2 200.0 250.0 240.0 270.0 2 3 290.0 270.0 550.G� 300.0 2 ISOTkOPIC Soi]_ Parameters ---------------�_--------- 2 Soil unzt (s) specified Soil Un?t Weight Cohesion Friction Porc Pressure Water Uni.t Moist Sat. Intercept Angle Parameter Consta.nt Surface No. (pcf) (pcf) (psf) (deg) Ru (psL-) No. 1 100.0 110.0 .0 2�.00 .000 .0 1 2 120.0 130.0 .0 30.00 .000 .0 1 � 1 Water surface (s} have been specified B Unit weiqht of wat�r = 62.40 (pcf) Water Surface No. i specified by 9 coordinate points � �4 i;:F:4��1r�k�k•k�A-�,Y�Jr�k�c�'r Je�k�:***:F�k k�k-k�le�k**�Y�k k�r�k ' PHRE�ITIC SURFACE, ' �F�F�Ir*�k�k�k�+ri-•k+t�l--k�k�h�4�k*ic�F*i:-k*�c�h:4iri�**:M** Point x-water y-water No. (ft) (it) 1 120,00 295.00 2 200.00 255.00 3 290.00 275.00 4 550.00 305.00 A critical failure surface searching method, using a random technique for generating CIRCULAR surf�ces has been specified. 100 trial suriaces will be generated and analyzed. 10 Surfaces initi.ate �rom each of 10 �oints equally spaced � along the ground surface between x = 120.0 ft � and x = 250.0 ft � �b � Each surface terminates between x = 250.0 ft � and x = 500.0 ft � � � Unless further limitations were imposed, the minimum elevation at which a surface e:ct�nds is y = .0 ft * * * � * DEEAULT SEGMENT LENGTH SEL�CTFD BY XSTABL * * * * % 6.0 ft line segments define each tria'1 failure surface. --------------------- ANGULAR RESTRICTIONS The first segment of each failure surface will be inclined within the angular range defined by : Lower angul�r limit :_ -45.0 degrees Up�e.r �ngular limit :_ (slope angle - 5.0) degrees Factors of sa.fety have been calculated by the : * * �"� i� * SIMPLIFIED BISHOP M�THOD * * * * * The most critical circular failure surface is spe•cified by 16 coordi.nate points Point x-surf y•-surf No. (ft) (ft) 1 177 .78 257.22 2 183.58 255.70 3 189.49 259.66 4 195. 47 254. 13 5 201 . 47 259 .10 6 207 .45 254 .58 7 213.37 255.55 3 2.19. 19 257.02 9 229 .86 258.97 10 230.35 261.39 11 235. 62 264 .26 12 240. 63 267.57 � 13 245 .34 ?.71.28 � 19 249.72 275.30 � 15 253.75 279.83 � 16 254 . 99 281.95 � �*** Simplifie� BISIiOP FOS = 1.229 **** � �9 � _ _ ,� The following is a summary of the TEN most critical surfaces Problem Descriptior, : Tigard B-6° section FOS Circle C�nter Radius Initial Terminal Resisting �� (BISHOP) x-coord y-coord x-coord x-coord Moment (f.t) (ft) (ft) (ftj (.f�) (ft-lb) 1. 1.229 198.82 325.98 %1.42 17'7.7� 254 .99 2.038E+06 2. 1.326 150e84 A73.39 217.35 206.67 252.30 1.370E-�06 3. 1.364 195.21 353.�15 103,09 103�33 27U.34 5.269E��-OC 4. 1.384 179e96 407.85 153.33 16:i.33 268.6U 4.707.E+06 5. 1.392 222. 10 290.75 31.46 206.67 251.99 6.747E+05 6. 1.�69 209.35 295.14 49.34 177.78 256�72 2.909E+06 7. 1.471 189. 63 372.10 125.30 148.89 ?_78.90 8.991E+06 8. 1. 481 217. 97 289.62 39.99 1.92.22 257.08 1.917E+U6 9. 1.505 209.77 391.95 133.58 192.22 290.2.3 5.814E+O�i 10. 1.5?_1 219. 66 291.94 42..85 192.2.2 261.�4 2.289E+06 * * * END c�F FILE � * * � � � � � � � � 6�8 � � � 9. d _ � SCOL,ES AS���IA'TES :a��� w.�rEa� wsrunus sr.ieKnsn �ctobec 2, 1�9� � �en Sarcdblast �ompass�orpor�t�on . 6564 �.E. Lak� R.oa.c� IVdz�waukie,��. 9722?. L�ear I�er�, � At your requ�st, Scoles Asso�iat�s,'Inc. visite�i a future residenrial si�c loc�ted south of � �.�'. V'entura Dri��, east of S.Vt1. Loc�,st �"treet, no�th �� 5.V4I. 70+i� �treet, al1Zd yV05C Of �.�id'o 66�h SGreet, in Tigard, Washingt�r���:>unty, �)regon (t�x m�� 1�1W-�36-A�, ta�c la�s SC�1, 70�). fhe purpose Qf the 3uly 24, 19�8 sit� vY,it was to ider�tify p�ssible jurisdi��ional vWPt�ands and/or jua-isdictianal siVaters of dy� CT.�. a�d state oF �regon. '�he sit� visit la.sted about �.n ht�ur and includer� a walkin� tour of th���ti�°�subject prop�cty. A,second visit�as conduct�d on S�pt�mbei• 17, 19�� �o�urth�r inv�st��-ate a.no�.her suspect aa•ea lo�ated rn the nor�h�;�s2er-�corner r�f th�site. Althou�h the �ast an�jazity�f�he pro�.��rt�consist�t�f[�illside Iacka�g aaxy uve�.anc� or orh.er dr�ina�e featur�s, the e;�erem.e nar�h�✓�,�carr►.er�ont�ins a ju��.�di�tionat a��.rt�itten�c�ra.irxa��. '�'hi� �lraina.ge enters �he �fl�e ui� a san�-c�i�ne�er culve�t th�� ori�inates are �djacent paiv��� prop�a�tg� Co the� south az�d westa 7�ie au�ter �our�� ��as na� �r�=✓�s�i�a�ed, bu� �t Iilc�l.y iz�clur��s ��ascnat runoff i a��d �rounc� watez• d�scha��e th�t �ecoa�es intez�nzt�ent dui7ng �at�e sunlmer and ��.r�y fall n�onths. The dr�ina�e diss��tt�t,�e nor�west crrneg°of�a�;;it�6efore���ri�x,� a cuiv�z�c���.er �.V�1". �1'entura Drive an.d e�entually ineo the Fanno Crzek c�raina�e s�s��m tha� �nnina,tes at th� 'I'ua.laEi�. �.iv�r. �I1SI�, the c�rair�a�e is ia�.cised, oftPn Es�0 9 �e�t d�ep, �nc� �a�s �Irav�,��r�:e�d, �;r�r�d b�tt�rra �hat gs 2 to � �e�� �vide (pr�sum�bly d�z� t€� th� flashy, seasorYaT giocv). '�'}.�i.s drazna�� als�a ha.s a, sm�Il. tributary t�r �pur kh�t is appr�xim�tely 30 .f�et lon�, � �� ? �E�� 1PI�1S��, an� capiu�res runoff�or a very sma�1�ortioi�. of th.� subject prvperCy. T1�is sec�nd geatur� aiso k�as an ui�ve��tat�d, s�o�red b�ttorn that i� 1 to 2 feet v✓ide, � The inteirnittent drain2�e a.nd small t-�ibu�ary hav� sirnila.r v�g�e�ti�n �Qmp�si�ion that � contrasts tile remaind�r �f the property. For exampTe, t�e ve�etation near th� bottom o# �.t�e � drainages and fianiculg d�e unveget��ted channel consists o� x�d �lder, vdn� rriaple, F-�inn�ayan � blackberry, field horsetail, ta�y f�rn, smartweed, v�iv�tgrass, sword-fern, �s�ci 6aznyard grass. Txi �� cont�ast, 2he hillside az•eas beyand the bot�tc,m di the drai��a.ges inclt�de western red cedar, red alder, 17ouglas-�r, vine maple, beaked hazelnut, osob�rry, �ala,ya.n blac�Cberry, plus nun7erous Pnoist � forest for�s and �rasses. 's'he vegetatioaa at �.ti bott�m a� �he chatu�el has marginal �✓ettan� vegetation, while the upland areaa�lac;k ivetland veget�tion. Y'ost Office Box 355& Sandblast EC., 9810�2 Itr Sf#-9980724 Pus-tland,Ore. 97Z08 150'J)23�8-2tl i 1 � � .+� �,�,,,■ ---- a � , I��n Sandbl�st--Octob�r�, 199� �, �et�and�,s�;ssm�nt for"�"ar.�,oC� 641,7�Q, 1�1�I-�36-� �ag� 2 A srn«ll�ortion af a slia.�lo`v swale�r�ss�s�he raoa-th�aster�..��r�.er a� fi,h� d�v�l��aaxzerat si�; ha�ue�er, ��� �aj�ority of the s�al� is lo�at�d o� th� adjac�r,�t pr�,pe�Cy go th� �as�. �s� s�a�� zs appraximat�ly�5 feet in length, 2a f�et�rid�, and � f�et�n d�pth at it� �i��st �oiskt t�geri�g to 1 to 2 fee�d�ep vv�r�it teYrnixi�tes at'�entuY�a�toad. '��s�va1�d�s nat hav�a,d�fia��d�at�r�ha����I �und is hydrologicall,y�utoff fros� �zg�gr.adient runaff by a topo�raphi�afl hi�h �r�int ahati s�i�cl ru���f �way �rozn the swale. T'he vege�tioz� a�ear s•he Fs�e af �he s�✓a1� eo�sis� c��' ��g�ash ��ry �d ,. I-�imalayaaa bla�l�be�x°y, where as �h� side sla�es of k�ie svva�� �azasist� of. �n��ash fvy, ���ay�� bla�kberry, cascara, �in� maple, red ald�r, hoa°setail, arQd sv�ord-�ern. 1°�eitizer o� these plant corr�munuties are i:�dica�ve o�' ��etlar9d v��et�.tion. �e�ause $P11S SW�� l�cks a defaned water channel and wet�ar�d veg�taeion, at vvould not b� cor�sidered �Jaters uf �he L.T.,S, ac jurisdi�:ticnal v�etland�. � �Jlule bc�th ehe intezmittent drainag� and small tributary l�ck �vetPa�s�s, they �wauld still be �onsic�ered jurisdicti�nal �aters of the dJ.S, since they�have � defi�ed �hg�nel, �ad Anterm�e�r�t flov✓ing waC�r. €.Tnd�r local guidelanes eseablis(��d �y Unified Se�✓er ,��e�cy, a. 2S-foot setback i� required on jurisdiction�.l vvedai�ds and VJat�rs of tt�� [I.�, a�r�d the �tate of(�regor�, �'��Foz�ian of �i�.e swale �oc;a�ed in the F�orthe�.ster� cc�rner �f Yhe �ite lacrs a de�n�a ch�nn�I a�.�c1 vver�axttd vegetati.oal and �,vould nct be consid�red '�i�aters of the U.S. or jurisdict��na� wet�ands, ��gur� � shaws the approxim�tt�Iocatio� af ih�se fe�tur.YS and tiae setb�cks �or the int�imi�tent dr�na�e aald sma11 tributary. �ank you for �h.� op�ertunity to �.ssist yala vriCh this proj��to �f tiirth�r sg�dy i� needer�onsit��lease do�'t hesit�.tP Eo call (503) 224-��1 l, �ordxally yaurs, SC�JL�S ASSOCI�'I'�,5, IP+TC. �� � � .:- l`,� � �/,--. � ; �`/ / � Chris I�Tat�son � �edand S�ientist .� � t7 � � Sandblast,K.9810021[r SA-980724 ��� __ i �.�����L.3��°T��� :- . _ - • � � sr:- �w �� � �^ � m � ��m�'' �+ � rt' *-: � r '-rP „f r� �F y'� r a'°�°` � � ' a� � ,d+°' . s lt.,� � o�° t a-'� � ��D � _ �„- � �,. ..�. � r^� � .r° �� _ r• P �- ��o'J-� f._� g� �o ° �� � t` � �� a`s � p� ' 9 �' ���m� � ��0 8 ' �. _ aTU�� � a �f e��_ :� r+ �' '•'B�� _' p � "��� �m� ' __ $f � �d , �# a�� ed;° � r" r' . v�f � $ B or�• � � .J�- j �' }'� x� � ' " . . f �' r 1_ <_ P_ _ _- r°• ' ° � er' � , . 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Th��d��r�rit����h�re��s a�x�s�as�x��it������ta��������d�h�t�Ic�����r��.����, ' T�c�rn�r��r�st���.��� Allc���� in p�r�e;,��ad�ti�+��t,�r de��y iaa wa��ad����h�v� �ther��cta���s������s�c��. 4. '�'h�u���th�����al!�o�as�a�ic��n�������d��fai�t��€�P,th�s����v�r�����xa���d� ��sid�r�d fa�r��t�s��i������,F������,A�p��s��h�rry. °Th�se��������eacr��� � �h�a�ach�d n�r�°��i��. . S. 'I'he�eria��nr��'���wa��t�st�x�iv��'e�r��� l�s�����by bea��l�f�ic�l�'��r�a�d���e.er��d s�ands���h��-t�s���ya�c�iv�d�l s���fa��n�v�th��e�s�ib1�ex�p�nc��. "I°h��gi�a�ra�� • �'is��ac���b���f�i'r���a�d�aa��thca�t p�°ni�g�'���r�s�i� r�.duc�ia��. F 6. �as�s3�r����Se ar�f'����a��a pr��id�I�w�c�t�r��t��s�8.�e�e�a�h��er��°v���a�&a� r��a.in�d ir�the��az���t����id sat���prc��✓�mea�t c��a�ur��aar�. I��.�t th���afa�r�n����r�sa��a�a�k�e�16��e�'a�����t f�a°�c��ea°����t��a���a�. F�-s��.s�r���fi�� i�'fi.�cth�r i�f�r����r�n i�r�a���a��a���°�r�������y t��sf�t�a���sys������as ����q�c�. .A�.�aclAan��ts �'ield Nm�es � Co�cs�Co��d�la�a � � Tre��'reserv�ti�x�JPrc�te�ti.o��p�cR�c�ta�r�s � � � ( � � � 6+ t• . ��.w��6R.5 �'ia��.���he�.��l�r���d c��dgtaca��s�ss�����ac�aea����s�a�r�tn�a��������it��s��. 'I':���ator�coda��h�s�ls��se����at��c�����l���c��r����. l. i����.,H'����i2t�4�%��'��I.F°..���g�5!��°��S�"�49����8����i�33ri�i�(�//d.7�'�O���S�fb'0�f�i'�tY� �o�sf��r�.ti�r��'�r r�Y�a�ti�c�. 2. �'h�bitae ccpded�ee�are�h�s� in�r tas�a�r��d�t�€��,`�I�"1(95�IiA�i��1ld2R����1f.�EY1�Y'ltl , �t�R�p��s�ca���r t��s����ci s���iHxnpr�r��rn���c�r�����an�r�t�ra�tr���i��a��v�elop��. �. 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T � � � � ������V��2������������� ��,� 7. �° ����� ' 1 ,61 D�aC�2ZPTI�'J�I: A.. ��zz€��a:L rec�u�r�ni�n��o P��serv��i�n, pr�s��c���ne and t��.mma.ng a�' ��a.;���.nc� �r��s �nd �shr�bse anzi c��.h��� v��c�e�at�.ca� ir�d.�.��.�1-.�:d tc� ��zn��.:ei. B o �?�:E'init�or��: 1m Go�nv�,ilt�inc� �.r�c��a.s�: .�. �arisultin� A��aoris�. ��gi�t�r�c3. �ui�k� �:�� �eri��.a� 5aai��.� o� �on��al�iz7� �.�br��isi:� (ASCZ�.) . � , ��r��,�i�d .c�r�aca��.s�a Ce�•�a�a.�d �a� �'Y�� �a����n��ri��a1 Soci�'�� af �,:�bcrr�.�u��u�e (2��� � �_ � a�2 ���U��Cfi ���3'�3I�'IO�S: A. Make e�rex°�r ���c�r�. �:s� �,ro��ct a11 trees, sh.���rs� groux��i. ct��r�� a�id ��t��� �r�c�e�:a�i�s� e�a��inr� on �3i€� Pra�e�t �z�� �aat�. �.�� �xc��t��n o� tYx�� ix�di�a�e�l �o &a� ���a�r�d. �3. I�l��� �.�aal ��x�3sd�.���.a� ��c�xax��m�ra�� :��sx� p�c������an c�f �a�a,��i�g t���s a.r.zd �s�c�e�a�.�.or�:. �a �rc��a�d� ter��so�ar�r ���zcinc�g bar�icacte� �nd �a��.rd� ��; r�qtza.x�c�. to ���'�.ect �.���� aa�d r�tl��r plas�t�, �hs.�� ��s� �:e� �er�zaa.�i, f:�q� a�.l d�.s�a��a E���t �ar�.cs� ta c�a��r�c�����. o� ��.����.��c3 ax�c� ci�mt�la.ti�� wt�.�:k �.x�c� �emc��� c���..�r ��'�:�� ���. •�rc�x�� �ti�t�n�i.a�.�.�r �zaju�a.ous �� �t�:�es arrca. o���� �Z���,s �.s compl�f�� e ��nc� shaZl l�� �a�a��d �.� :��r frc��a �x-��� �s i� �xactical, �ut in nc� ir�s�an�� c1o�e�: tl�an ore� �.��� ��i�i�.d xequir�d ccanst�u�tiora �.i.ma�.�e �'e�.�e shG�ll. �ay 4 ° � v�.�ibility pl.asti� on ste�� �o:ts �lacc.d nc� a�ur��.e�: �h�� � E g apar� �xt�ndi�.c� r�o �.ess L-l�aax� 4-��.l� ° abov� tYa.e g�°ounde � k�pt �a.ui� ��. a11 tim�s. � . � D. Pro�e�:u a1� '�r_ees ��c�m s�o�}cpi�ing, rna�.eriaZ s�tr�rag�e � vehicl� pa�}cix�g and driving� wa.thin the tr.ee drip J.a.aze �r � tre� prot�c�ion fence area. Li9 ..d � � E� P�o�ec� a�l pl��� �x�w�h ��cl��i�g ro�� �ys�tern5 �� ����s �znel �il�n�� frcam,: 1 . Di:�mg�inr� o� �e��x��o � m Che�ica.�l.y a.n��a��.r�us m��e��.�,I� �nd �.iguic�a. 3 . N�a�i�us mat�r�.�ls �.n ��ai u�.ian �au��d by �un-of� and �pi�lage da��i,�zc� s��.��.r�g ��.d g�l.acean��� of �ox��t�u�tics� materia.ls, ana daraana�� f�r�an s�ox�d materials. 4 a Canta.nual ��adc�ling o� �unni�c� �ate�a '� � �. R�s���.c� vPh:ir.ul�� �r►d a�c�o� t�a�fic tr� g�r�ven�, comp��tiaxa ar"' soi3. avex roat sy�st�ms. P��' � - ��.C�Z�CT��a � 2 .01 �A.7CERI.AI.�S: A. As ibldicat�d �.rad rsqui�e� �lsewhere in this Sp�cificatic�n S�ct:�can, and �� ma� be r_�c�m.mex��.�cl �y �an�r�l.�i�g Arl��ris�.o ° ��� � ° ����L3��6a�lf � 3 .01 G�I�T�RAL: A. Prote�� root syS�emS t�� e�ta.s�a.ri� tx�ees, �3arub� and gr.o�urxd � cc�crers �=��om damae�e c9.u� ts� ��i�u;� zn��e�a.�a1� yn sc�lutzr�� �:�us�d Y�� run-af� and spa.l.'i"'�c�� dur�nc� mixir�g and pl�ceYnent of ccrss#:r�c�.a�an mat�r�al.s� and d:�•aina.ge f�om stored materi�l�. B. PraL-�ct� z�oat systems �ram �1Q�da.n�,� �ro�a.n�, �a�c�ss�.ve wetti.ng �nd d.ryinc� re�ult�ng fr�m r��-�ra��r:�ng �nd o�.�ex o�era�:�carz�. ' Ca P�r��tect �:l.�. �xi��in� ��aa�� anat€�r_i�� 'tr� r�zmai� ag�inst unnec�;ssary cu�c�ing, k���a�i.r�q and s}�s.r�niz�g o� root; �nd �x�rbc�es, �lcir�r�i�z� ar �aru�.�in� �af ba�k� D. Do not allaw f_ires �and�r and adjacen�: to trees c�� �th�r plaz��s which are to r�maix�. �° E o Engac�� a Cc�nstxl.�ing Arborist ta direct rFmo�ral r�f � branches frcrm �xees �.nd la�ge s�.rubs� whi�h are i:n � ren�ain, if required i:o clear n�w constxucti.o�i anc� �ah�:r� in�iica�ed; and �o dir�ct �ree �oot pruning and �e�.ocatit�n � woa:k. � � F. Wkaer�: directed by Consultiz�g Arbari.st� ext�r.ad pxuni�.g � ^� apex�ations to restor� natural shape of enti�e tree, G. Cut brar�.ches an�. root� srrith s�a�p pruning instrumen.t� . Do no� breakd chop ox mu'tilate. a� �- , I�o �Ja�e.� ����� �x�d c��Y���- �s�g��ai�i.oxa �Yai��. ��c� �g r�rn�.�.� �s n�c�s��x�y t� ma3_n��.�� tk���.x� �e�lth du�ing� tY�� ce,ur�� of t�� �r��:�c e ��int�z�.r� a �v�'��� �r�a�d,u�.� �,xad d.t��us��n�. 3 .02. �xCL����xc�r7 ��ar.�� �r��s: A� �x���r��� wz.t2�%r� roa�i: :�on� cs� �.���� �x�1�r �a�x�re a.r�di.�ated and �a���a�abl� to t�.� Ccansul�i,nr� ��bor�s� . �. ��cc�vaLe ax��ra.r�d. tx�e rc�rat� �aa.th,i.m ���� �c�ot ��ne c�ra3.�r � urd�� '�h� �li.�ec�ian of �. Cnn�ul�Rrag A�°}�or�.v� ��taan�a� ��r �th� �an�rarto�o . C e GdYae�� tr�raclzir�g :�o�: ax�:�..liti�� �.� ��c�.ai���i �rit�.in raest �c��,�s, �.unn�7. unti�.r arad araund rAC�ts }��r haxad diggi�xg, T�c� nc�� cu'� ma.xn late�a�. suppc�r�. x�oots. ��t sma�3.er resets �2aa.c�h int�gf�r� with. in��a].l��io�i r�f x���� wc��k; use �ha�� prraning �AOls. D. Wh�r� �accavat�r�g fo� �.��r �^ons��uct�.an .i� rec��.���;d w�.�hin root �on�s af tree�n k�a�ci �xca�r�t� �a zn:�nir��.a:� dar�age tc� �oot s�st�ms . U�e nax���r �cine ��aadi�.� f�rks �r�d �r�n�b ° sail tr expose roots, I��1aca�e �oc��s �.n Iba�k:�i�_�. area� wh�n�ver po�sa.bl�e If lax�c�e� zra��.rb l�t�ral ra�ts �.r� �ncount�r�d, ��cg�ose b�yr�n� �:�cavata.an 1ima�s �s re��ai��d �o b�nr� �r�c1 ���.aeate cvithca�xi: b���.l�i;x�. E. x� exico�.ar�ter�d :�anmmec�iat�ly �c�jac�n�t f.o tocata.on o� �se�� coaas�txucf��c�n and ���.ac��i�an a_s nc��t �r�.G�a.cal�, �u�. r.c��t,s a�s��orirn�tely 6 �nches b��k �x�z� a�e�r �t�n��r.�c�tion. �'o Do i�ot aZldw �xpc�a�d rot�ts tc� ����r o�z� b��ax�* pe�m�n�nt �aack�il3 i5 plac�d; prcrv�.d� �e�tpr��axy Ea��� cov�rR g�a�k witk� �r�t p��.�. moss or 4 �.a}��rs ��C �r�� �ax��x�a��ci brz�l�.�a �nd �tempox�ari�y s��gnx�t �.�d prc�u�c� f��m damag� �aaz�fi:�.� perinaner�t�7.y r�1.a�a�`ec� �.n�. c�v�r�d �a�.h b��kfi1.7. , T�at�r �udc�le bac}cti1.]. tn �limina-�e �oids and �ix �aoakets. G. A.t� prun�ng shal]_ b� perform�cl �o �IVSI A�-300 L�rxzning s�.�ndard� by �r_e�e�n st�t� ��g�.�'�execl �.r�� car� �ixins �mploying Certifi�d I�-r�era.s�s . 4the� therap�u�3.c care � � work shall be p�r�c�rm��d �.o Natic�na� Arbaris� Assaciat.�on stand�.rds . 3 . 03 GRADI�TG .ADTD FILLII�G I�.ROU1tiT1� `TFaEES: � �. Mair�tain e�isting grar�e withir� root zones of trees unless otherT�ise indica'ced or accep�able �o The Coz�sulting Arborist . � _ � . - � � �. L��P��.x�c� ��ae�.es . �r�a��°e �*sc�.s��.r,g gra�.� i� ah��r� zse�� �i�i�h gr�.d� :��ia�an �,�a�s�c� �.re��, un��� dire��ior� �z� �caz��u�.ta..ns� ����xast� ��r��u�.I.� h���. ��c��r��t� �a�.�Ys�.n ��a� z�n�s tca �iew c���.��, �xat .�raA�� �;�cpcs��c� b� e������imn �r� a�SE)�e�xi�na�te�.y � inches b�law ����ratic�xa c�£ n��r �9.a�3.�� g�ad�. C. R�i.sa.a2g c�x�r��s: �'erzrti.�t�d or�l.�r �� �.�c���ab�e to Th� Cc�rastxl�z�!c� Ar}�Gr�.s�< �.04 RL,PAIR 1��7ID �t��iC7`VAS, pE' TR��i a .�.. Refi�.z�i � �a��ulta.x�g Ar�ox�a.��t �a cia.��ci� ��ee r�p��,r �an��m �ngage � Certi�ier� �r3ao�is�, a��ep�.abl� t� ��.� Ca�s��tii�_�t.i.nc� Ar.ba�is�, t.o p�r�o�m ��e� rep�a.r wrs�rk. E�.eg�i.� �t�c��s damag�d k�� cc�n��r�x��a.�a� cap�ra�a_ni�� a.r� � znazaxa�� �cc�:�ta��.� t� �.he Ccsrysultirig �����a��. �1akc� ��p��.rs pr�m�a�1y �f�.�r dar��g� �c�urs �c� pr��rent g�x�g����ive �etericr�a�.ira�a ..af c�a�m�ged ���es e � , 33. �.�mr�gr-� c��ad. anr� c�amag��i �.�e�� �cv�a�.�k� a�e c€���rrsaixa�t� �y �.�� Gonsul�ix�c� 1�rbn�a.s� t�a �ie inc���.ia�.� af r����+���ic�r� �c� nc��m�.l g�cscatl� �p��t�r�a 3 0 05 FtEPA.xR �17 REPL.ACEi�N� QF' SF?1RL7�S o �. R�pair sh����, ��c.1 o�kaex �r��re��tia� daznaged by c�r�str�xc�ta.o� op�z�tinns in �. mann�� acce��ta�:�.e �e� fi:I�� ����ul�:i�g Arbt�ri��o R�Ya�Ce xe�a�.�� �r�rca�tl.y a���r damac�e �GC1_l:C'S �O �7L'(a�T�Il� �J�'QC�X:C'�:�52.�� C�.E'�G�.'Y°7.C����3_�� 4?� C�t'�.TRi�.4�'G-'f.�. }J1.c�I1�S a B> �ernov� �ri�. �e���.c� �e:ad �x�d c�amaged pl�n�.s which �.r� d��.���.ira�d by �.iie C�nsul°�inq �.��ox�i�� �.x�c��s�.lb�e o� re��c�s��tzon ta �oxz�.�l c,rrocatYa patt�rn e 1 . Pro��_d� .��w shr�z3�� n� �azn� ��i�e ar�c� ��e�i�s �.� �has� r��Zac�d er as otk�.��wise a�.c����b�� �c� ��e �"�z�sultincx .��borist . � 2 a Plan� �xad main�ain as accept�lal� �a �hE� Cons�lting � 2�.rbo�is� , � � � 3 . 0 6 ?-1ARDSCAPE I�rTa'I'1�LL�.�'TQN WI''.C�I�1 T�tEE P�tOT�C'�TC7t�T Z(�NE�: � "'� Ao E1ec�trica�, conduit �nd irriga�.i�n maa.m lin�s s�atxld be � �uz� �ander �a�l�ways, wi�hin stone r�r �pncra�t� subbaseo and � � should no� c�a�. inta native sail within �I�e °��•�� � `� Protect::lon Zon� {`,rit�hin �k�� c�rip 1�_ne) . �f•ri� �.�rzgation sha11. b� ins�talled within �he Tree Prot�cti�n �c�ne, T.��t�a�al �l�c�trical lin�s to indiva.du�l lighfrs, sh�uld Y�e install�d as close to �he soil surfac� a� poss�.bl.� caz�.�. shc�r� runs fro�n th� main conc�ui�.� � �_ �o E1�c���.��Z f.�x�ur��, �iou�iasg, and ig:���afc�.on �r�l.ve� mu5� b� 3.�zs�ae�.l�d w�.��. �a�� ��s ��e�ac� �tsf�.inr� ��ats a T�a.gr�ing mu�� b� m�.na.m�l w��h �x�c�ss d��� x�rctov�� �roan �he �:��� p����r�a�ipn a��ae l�c� r�of: cLtt rc�dt5 �r��ter t�.aa� ?t6R �.n d�.ame��r wi�ht�u� �h� a�sga�p��l ��F �I�e Cc�nsul�in� ���ox�a.st, �.00�� gx�at�� vhax� �.°° in ��.a���sr ex�as�ci du�ing ��cc�.v���.��a mus� k�e cut ��.a��:c�ly at th� ec3..c�� �f �2xe Eac��va�.3on wi.�t�a � s?�arp say a� �p�rap�ia�� prunixag �aa10 C:. In$�tall w��kcaays �s c:�a�� �� g�ad� �� pflssx�le �o m�.nimiz� exca`r��a.o�x in�aa �k�e �0�.1� c�h��e 1a�c�e roo�a ar�d . dr��� r�f h�.gP7 �e�at r��n�:��y �x�.s�e �3ac3c�'ill wi�h �oas� �irt �o �h� �nini;num �.epth x��ces�ar�r ta �chieve a n�tu�al 1,caQi�,. �ItalcYi �.i �appx-c�pria�.�, as di.r�rte�d. by �1z� Ccansultir�g 1�rba�ist. 3.07 �ONST��DI�ATION TO C7UiI�d�Ft F'OR '��2��5; p' .�.. Ccs�atra��.c�:r �l�ia11 �a�� thc� Owz�e� �he �ralu� �:E ��ei�t�.�g tr.�es �o rem��.x�i that di�zi. ar ���� das��.���, �nd ��c��ix�d x�e�c��r�� b��aus� o� �la� Cor���ac�.ar y s �ai�.ur.e ta px�v3.d� ' adc-�gu�.t� protec�a.ori and �naa�n����.ri��. II. Valtze of �xi.s�in� i�x��e� �ri].1 }�e r��tern2ined �� tP�e Cons�.al.�:�.n� A:�bn�i�� in �.�ce���ance with �h� �va�.�at�.on �armu.la se�. �cax��1� i�. °°�'h� �oura��.1. o� �r�� �n� �an�3�ca�e Ev�I.uati�r� C:iaid� �c�r �Zant .���arais�xs� �" �a.gh�h �d.i�i��, 1992 . �. Any cac�und ar d.azn�g� tc� a pr�����r�d .t�a�� coxas�.�.�u��s ' �aar�i�a.l inju��. Th�s� ir��lucfl�9 bu� a�� no� �zznit�d �o: Iany� c�mba.axzn tissue d�r�ag�. � Un��;'�hfl�ixed cuti:inc�P br��aking a� r�zna�rins� t�e�: braz�c���. tJz��u'�hora.�ed cia�tti�g c�r� c�a��g�nq pro�t�cfie� .�aca�. �a�n�� a Saxl c:t�mp�.ctiara. `.�o�ic ��r�°c�f� i�ito �rEe �ara;�e�vatiora �x���a�. D. �arta.al �.r�ju�ry will be cal��a].ated b�r p�rc�n�.ac�e o:f th� 'tc��al value �f �th.� clama��d �x���e � � E e Th� �oss value penal�.� �ill �nc�.r�de cost tc� the acrx��� �tar � loss appraisal �y th� Cansult?ng Arbor.ist plus t1n� cost � for nec�ssary c�amage r�pai�. '� �A�.`C � - PF�lE-�OR�T�TRL��T�4I+� ��� � ' '3� 4 . 01 PRUNSNG P..I�TD STRUCTURAI, SU�PORT: � � 1�. All tre�s d�signat�d ta be �etained wi�hir� �.he pro�ect limits shall. L�e prun�d to �.NSI A-3Q0 �x�uninq ��an�lards. wi.th se�.ecta.ve 1ow li.mb r�rrzov�.�, as d�.�ect,ed ar�d approved by the Consult�.ng .Arboris�F �rher� r�qcaisec� fcar. , constructic�n �learari��. � w• '` , �. �°�rt����x���. �aa�pc�z�. {c���.ixx�D �a�.�.1. �a� ���i��e� ��. ����i��,c �����s �,� �c��xa�3.�'i�� �y �.�� ���z�u].t��ss� �,�ka��3��0 �a i��.��.o���. A.�°�,ca��Y.�� �.�saci��ica� ��.��c��:rd�a �o �7.� �����.���x�.i� �a�� ��c�:r��az�.�d za�.�.� b� �ii��c�:��� ��a��a�a;��cl aa�d �g�p�:o�r�d ��r �h� Gar���.a1.��x�c� ��ba��.��. ��� 5 � �������&���'���'��4�� ��� 5.�}�1 L��R'�IL��[��'�C��'/'��k��.°�ol� .�.. I�e���aan� �� �.����:an�.n�d 1�y �.h� Gc����.x���.x�e� ���a�a�i� m�� �� r���xa.x��d .�n ����s sah�x�e can��ruc�ic�n �nm�ac�.s.or� kr�� accuz-r�:�� �. 13��p �o�� ].ic�i.ci i���c�.�,c�x� ����.�.�.i.��.n� �f all. �r��s �:e��ined �aa.�.h�.r� ��.� �ar�s��c� limi�� �r�.�.�. be r�c�����d �c�ll�as�ing ��.� camp�.��.ic�r� cr� �nras�.ruc�ia�. to l��x��.ona.� ��bc�ris� A.���a�i��:ic�n ���:nda�c�� o '��� #:i��ng o�'' �h.a.� ��rtil�za.zzc� �ri7_� he d��.er�n.in�d b� t�� �e�n��al�ir�g ��bt��i�'� � Px��ar�d bya Bo� Z�ax�a�y ,i����. ��.3� �ansul�a.�g ,�xlaoxis� �ok��ri. �1�.�a�y �.z�d �.a���a.��.es � <�. £�ox �.�(�a F��.�r�rtc�n, C�p. �°7U75 (5Q3) 646--089"� � � �- � � � � � t� t� � a 1 d�4'9YdYlt� ���d`e�� S�'.���af�1�� ,�m�r�ac�ar��o,cr�;ty csf''Co�asae�°tite,��1F•haris�s R�gesRea�ed�i�1��arb�r�1�'3 �mer=�u�r CerJl�g�r�,f.T'�rY��sic.�'.x�arorraaers-Di�rdot�acrFe,Stadus �'h�a��s�!�rae c���educaYao�,�f�iu�ing a�a�d practi�l fi�ld�agsera���8is�t��foPla�r��s i�n�apZaor�o�i��b�1°,�a�my°s q�:�l�f��tions as a�Consult�r�g Arboris�. ���.�.������'a�L�.Ci..�'��.ItbiT�'�.'e �t"dVE'.i$�tB,�C.�+.,�jQYI a �;�A�2-��1��8 to P,.��,��r�: Tree�nd landscsp�cor���altic���r�r,es. '�'�E�c i,�5�;A1'��CyPd�U�..'d'IIVf�SE��/���5, �.,'�'i�. �cr��a��t,�3r���ar '�' ��.4d d9-$4_x$-L�$,P: Rsx�c�r�au@txaral an��.an��c��e��r��a�tatu�z���d��ettrffi�AtDrr►ia��tra4ioca. . �� '�'��'�`�ONTX,IN�. Be€�vex�os�,C�regon j�����and ** �!nde I��Qie�te�a�c� s�n��, 19 ?t�b 13$S: l�ll�s���ds of c.,an�Qa°u�Riotl a�d mai�tenance of 50�+��r��of i�duste��ai carnpaa�. �IR.B(J�CiJL,TiJ�tE�L�'�SCAI'E CONS'�JI,TA'TIO�t SEIZ�CE �Be,�ver'dcsrZ,d3r�go� 5.��,�.qr �g,�.���s�altar�t. dg7��o 1977: �o�sulten�pro��c�s in lau�dscap�const�.actipr�a�z�tre�su�u-�en�. �;�7'Y Cl���T��I�iE,�3E��RTi�I�dT C1F�'A&�%C��i RECItEA.T�QN �u��ne,�re�c�z� �LtLG�P�.x4���.�'Y�i�e�n na &C!t ..1.�.Z�S. '�' �� , T�tC',�'&�t�1VV���'� '�q�'�'_g�A��'�,{'T � s} 19�f�to i�: .�l�s�reets o�tt•ee vv�rtc��ad flar�dscap�design includ'an�igt�t�ll�teon. �AVEV'�'��� ,�'��T.'�'�C?�'�1'��.. ��f?�ts 1956: �bh�o/'F'�ac�a� Line��eac�€��, checnieai bt-�sh ear�t�al, tr�surgery,�c�iar�e tree movin�3. �����€��I+I���T�..°���;�R���'�'���11�I.��'�E�d�i��3C1K"r��S J Ciiy af Portlarad,�ur�u of P�rks-F'ier�'�k-�Ca�a�Eca�ks-�i�y�(. C� I�lake�✓arlci�-�eadquarters�annp��-S�Ior�i�Careagses��x�a��i��s, ��rsvt;�tan,�s��tia�. C� VVestside�mn-id�r�,i�hY�.:si!-�c�r�l��aa��o�-Iildsbor�. G �.I�S�'en-��1�-Lad�e Oswe��, Y�re�oii. � G li�ientor C�rapluas l�dUel��-Ieadqu�trt�rs�arripus-Wi�so�tvilie,€�regor�. � � � Oregon Department of'Tratzsportaei�n!°PNastu�egY�n�a�nty-�aad dmpt•ovement projects. � G' Neabe�,lc I--�iili d��vPfoprr�en�-�'h�aomath,�r��ers. �B � U MeYropolitan S�rvic��2istr�ct-Washing�ton i'ark�oo�i.ea7avation/Expansi�n. Q,� �t9 � O State of�Jregon-State Capitol C,irounds-Qregon�i�t�University-PERs�ui�ding. C> Ciackanias Caunty/City of�ls�nviilw/'�'ualatin I�lls P�rk aFad IBecreataa�a�ist�ict-Park Ianproverta�nt Projects. C> City o�`I3eaverton-Road lrnprovecraents-L,ibr�ry. J Ivliscellaneous Construction Proje�cts-(�r��gin aR��J�shin�toc�. :� . . c• �;����� �r��� ����''I�'en �'�� �'Q�T.���'+������.iT����.�r�� O 'Tre�Preservatia�a�l�rc�t�tAO��Spc^��fic��ion�r��st��taos����p�evisia�n-1�Y�arr�t�sin�. CO Sat�anr��i��tevg�w�b.�iateci���oricu[taara9 Can�e!�s. O �'l��rap��tic T'ree��re s�zfi�atioai k'rcparaeioc��nct Ia�spectacsr. <J '�'r���asualty I,oss�valuati�nr�. C� 'Tr�e�sk ass�;��m�n4-F�az�ed�'re��:valu�titsn. O �xpert WiYnsss€;��art T�sYiano�.}�. "��;� ��,�Y�'d1C�`%'IO1�T G T�xas A�Nd�Taaiversity-�orti�caltc�a-� J �regon State Lhtiiversi8y-f-Iortic�lta�re and�'���stsy °� tJniversity of C3rego�-I-to�tic�lttar��ad L,�ndsc;�g�ie l�r�hitec�ure C� I�ational Arborist�l.sscr�i�ti�n Eda�c€aiional Progra�rn� �J American sacieiy af C�aasutlia�g�a�ists tec�rii�i En�trr�gs sin� 1974 J InternatAOnal S�ci�ty�f f�sb��ricuitua-e�ec3�ra.ic�r.t rc��e��i��;s sinc� I96� C�? `Westem�ha�it�r of'the Int���n�tiona�l S�ci�ty mf l��ri�u�ture-l�.egi�znal ae�d anxiax�ad taa�i�nic�!c;��tings sin�c�e 19b 1 O �acific I�dorehwest�iiapteF te�hn�c,�l cn�tir�gs s3nce 19�0 �� �eapl�tQ k'�apl�I�tcmat'sana6-l��srab�r�af I.,�ejdscap�e��c�r�ic�alture F��9e��tnan to 1�3a'sntain�i�ha�-t�ct�b�r 3 3�5 ��L?'YL'�lI��RJ�CA�1 AeP.d'J��3Ld���1� 1978��res�nt Pcofeassonal Caratrzads NiazaagPar�eng�o�i�ty 1974-�resent �mer�c�n So�i�ty of C�nS�aflting Arbar�s�5 1970-Fr�sent Ame�ic�n Foi•�stry li�.�sociation 19h d -P��sent intemational�oci�ty�f�4.rbQaicaalture 19�0- 1989 Chagter�'�e�r�s���a�pv��c�Ia�t�r�a��s�nal�o�iety 1982- 198� I➢�C:[f'dC P�ICBf�I3W£5$��iii2(S��T�PC;51tjE:t]T�$&V�1�E'CYfS,Fo�ar�d'zn�Ivi�et�b�r i9�tD) 1498 I�°i�n�ber by I�v�ta4ic�n-I�iglos�at�af tE��Ameri�n C�tle�e af�'a��aasac Exacnin�z•s ��J��'�' ���;.��It ���f��t��'�'��TTC'�"�� �. � : Pacifc Ndrthwest Chaptee�-��rt'sfication 4�e�riew Boarei 1l��inber � .. lnternation�l Society of Ar�aracuEture-Western,�PdW,E��io,A�Eantic and 7'exas Chapters � ;: I'ortland Civil Service Commissaon At�bor�ce�lr�a�e Interview Pan�l P�ember � � D'artland I7epariment o£�arks�RecreatiQn-�g�t�iimber Trainin� � � Ore�on State Universicy-�-Iar2iculture Classes and Short Courses � _ �",�fackamas Community�olCege-Apprentice�hip Trainin� � � i,ane�ommunity�Col(ege-T�or�iculture a�d�oresty Csasses __ University of Oregoa�Landsca���,rchitect IDepart�ien� ._ �CC{iRock Cre�k)-�orticulturelAsboric�l€ur� � Qre�on State lExten�ion Service Short�ours�s A�f�9'itirrnnP�rroject or��,f�rerece��c f�rrs:�asa.furs�ish�d, %�`r��q�taw�a�aar re�u��8ec� , 6�� , S ' ����•• ��Vl���11�119��1A ✓tudies a �lanninq � 5aiaty �3c�ob�r 13, 199� �-� ' I��r� 5and�last " a �; �'ry�k.���� Lan.d Sa��ations Inc. � i Jx '� � ��,,� � �x ,;:��x �'t� �ax 3� 914� ��; st. Hele�s atreet Clack�rnas, �3R 97G15 D�e�r �r. S�.ndbXasC: , �s you Y•equ�st�d, vve hav� con�.u�;ted a p�eli�inary �n�lysis of the proposed L,oc�st 5tre�t S�:t��livisior� in T�gard. I azrad�rstand, that the s�l�divisiosi �vould irtclude 22 SI1Ci���-�1iTi1�� P�O't.IS�S. The ��abdivasi�n �vill b� located r�n th� easC terminus af Lor,�st �tr�e�. !� manual traff'ic couz�t was r�iac�� i� Octob�r, 1998, �t the i��ters�ctior� of L�ca�st Street and �W 72"d Avenu�. "�"tae co�z�t �as rxiade durin� etae p�ak eraf�'iG �exiods fa•or� '; to 9 �1VI and from � to 6 PI�g. �t �vas found that �h� p�ak l�ours accur fron� 7:25 to �:25 ATvI and fro� 4:55 to 5:55 �'IVT. t�s �x�►ected, eh� peak traf�c flor� an �.,o��zst ea5t af 72"d t�.ven�,ze r�as westbouY�d �i�xAra� th� ar�.orning peak ha�ar �a�c� eas�b�und du�ing the �venin� peak ha�zr. �'here are 20 dehi�cl�s or� �.ocust duxYng the mornii�zg pea� Yiour and 2� d�ArY�x� th� evenin� peak haur. �'o estiznat� �Yze r�un��,er of tz•i�s that �va�atd b� g�n�r�.ted by �h� 22 �o�ses �r� �,acust �treet, trip rates �rc�m TRIP GENF.�f€�'Q1�1, 6`'� �di�ron, p��blis�a�d �� t�.� Institute of TranSpareation Engineers, r�as t�s�d, The ra�es used w�r� for I'�'� Iand-tase category 210, �ingle-.�amily 1�etache�,�1'ouszrzg. k3ased on these rates, it is �stirnate that � the z�ew houses wi�l genexate an additional 16 trips during the xnorning peak haur, of � which 4 will b� enterxng 21�� site ar�d 12 v✓i11 be exita�g. I3uring �.� evez�ing peak hour �, ther� v✓ill be aa� additionai 22 trips g�nerated, �4 �aateri�sg �nd � exit�ng �.e ilite. � . � No� all of the trius g�nexatec� by tl�e Loc�ast Stre�k subd�vision wzll be ��•a�eiin� � in Che same direction on I,ocust Str�et a�t�r 72"d Aven.ue. If it is �ssurned t�at �e trips � from the subdivision are distrib�z�ed dix�ctiona.11y in proportion to the ��isting c�irectional sp�it af traffic an Locust at 72°d Avenue, then abo�at 69 percent �f the sit� trips will travel on 72nd Avenue, and about 31 percer►t wilt traNel on L,ocust wesr �af 72r.d Av�nue during the morning peak hour. '�'his rr�e�ns that abot�t 15 trips wi1� be added to Union Staiion.Suite 206 • 800 N.W.6th Avenue • Poitlantl,OR 97209 ^ Phone(503)248-0313 • FAX(503)249-9251 — . � n�r�eza.a�aaw� �a�r -- -. ._ .. . � � �`�AP�CA�T����G�N�EAl6�� � �er� �a�dvlast �c;cab�r 13, i998 �'�g� 2 72°d Ar�e�au� iz� th� anor�ir�g pe�.k hour, an ir�cteas� a� abo�xt 13 perc�a�t, an�l �bou� � trips wi11 b� added to L,acust St�eet ��st of 72'� .F��eaaue, an incre�ase Qf 6 perc�nt. In th� evenir�g ��a�c, �x� t.raf�iG �n 7'2nc° �,v�11�e vvoia�d be 131�xe�sGd bs/ % Et'ips� or about 3 ger�c�nt. Th� traf�'ic ��. �.,���ast Street �vest of 7�.'� �.v�nu� �t�gilcl be ancr�ased �y 1S erips, ar � p�r���at. T��se in�reases �x� s� small that th�,y �aa�Id not be notic��ble �y s�th�r driv�rs ar�d are unlil.cely to resulY iz� a r.e��as�.rable iz�ag�a.ct on traffic condations. Tn fact, the i��rea�� is less than �Yae narmal �i�3r-tQ-day v�.riation in traffic VQIUlA9��S $Il�t �YOi.II� ���XpEGt�4� ��1 CI1�5E S��'�gtS. Irz su�ux�ary, a�,1t1�c��agY� tt�e s�zbr]�iv�sioxi �iti i �r�a5e �raffi� or� �ocust ��re�t and 72°d 1�v�riues, tY�e �r��r�ase i� v�ry smali am� ��ii� n� Te.Si.t�t t%1 ��2� SI�YZ1��aRL l.YYI�D�C� t0 �t'���G COS1��Sr10T1. If you h.av� ��.y qe��stgons �egard'ang thfls pr�lirnir�ary analysis, �le�se let �n.e kn��. � �ours t�.aly � - �'-�.��. Uavid C;. ����rrA ""'°.—.�...�..... ���ioi� �ngir���rzn� 'I'ec�Gia.x� a. � �- � � � � C9 � � �� . i 1 ni: � � � � � � � �� � �� a � � � � � � � �� � � � � ���33�6�� '��� � � s�- � � � � Pr�pared by: � Comoa�s�ngixieerin� .� b564 S.E. Lat�e Road 1Vlilwaukie, t)regon 97222 (303) 653-9093 I'r�jec�IV�. 9$�4237 1 � �L;.dl`tl S i1� ��lY 6�R n'e�.! ��AJi�� T �.9,J'd�Od V AJ J6�II'AA�11. AJ 8 1,7 dl a.'� �.L�.R,P 9.C��1 Q�.Y Fi`Ax��A SAk'.� ���Rd Y N�W �i'P�F6JC�UCC1Q7Xl: TI�e prc�pos�d s�rcarm s�wer sy���rri f"ar this re�idential s�bdivasxo�x �wri1� �on�ist of capturi�g raad�ray saaia°�'ae� w�t�r run-off tl�aro��;l� a ��a•ies �f cat�h b�sins at�t3 dire�ti�a� �h� �r.+��er tk�r'�,�.�� � r��iry la�e s�orax� pipe ta �he c�pegi sp�c�� tr�,ct l�c�t�d at ��.e r�o�th��st �r,d ��'�h� pr�j��t, '�h� de�i�n �c�r��� �t�rrfln s�wer 5yste� will ira��ud� �rUVis��ns fc+r �h� ��11��tic�r� a�d ctr��+eyan�e csf a-oo��� dsai�. spout r���o�'f i�to th� rnain tYr�� ��c�rr� gi��. �'he t�p��. sp��� t�act vaill h�v� a.�,�a��r q�a.lity s�u�,l�. Th� wa.ter q�a7.ii�y svaal� v✓ill t�e d�si����d to �l��r �t�t p�c�spli��-a��s a.n€� ��h�r p�oil�ata���s a.��.c� dvill provide adcq�za�� r�ar�c��f treatr��nt pri�r ta l��in� dgscla�r��i� in�o �he A::�h �re�k t�b�t�a°y. 5torrn I�raina�e�a Tributar�v: Upon conveyance of th.e surface w�ter nanaff tc� �he norkh�ast ex�d o�° the subj�ct site, the ,� treatrnent storrn flcw wzll p�,ss thz•c�u�h a ti�ater �uality swa��� lacated in the �p�n spa�e iract ar�d `� subse�u�ntly discharg� znto �. 12" culvert. T'he storrr� �.rr�o� �.c�ws tlarou�h th� ctidv�r� into a, storm sysLem in Vet�t�r� �S,.v�nue. � 1�" pipe e�cter�ds in a a�orthvvesterly diz-��ti�r� frarn the culvea� app�-oxzr�aat�ly 100 fe�t at an a�proximate st�ap� of 8% to a storn� raaz��ole in V�M�ura Ava. The storm fln�n�then�u.rns to the`��est for appro�ciln�.tel� 125 feet a� � �.ppr�x%zz�a�� slope of' S% to ar�ot�ier starixi xr�anhole. .�1 catch basin fr�m �l�nt�ara A.v�nuP �Is� �a���tv to this ma��hale. Ti�e s�orm flo�v tls�n cdischarg�s throu�l�� IZ'° pi�� inia � �,vaLea-way ivhi��r is a tribtztary to Ash Creek. The undev�loped storm runaff fte���5 f�r the subdivision �,rP 1.67 cfs ��or a 25 y�ar, 2�4 hour storm and 2.17 cfs fc�r a I00-yr, 24 ilour storm. 'Y'lle dea�eloped ��6 hoz�r �torm runoff flows for the site are 3.07 cfs for the 25 yea.r, 24 hoLir starn� an� 3.70 cfs �'or the 100 ye�.r, (s�� atta�hed storrn�uater c�.lculatic�a�s r�port}. '�he i�cr�as� ia� flr�w i� 1.40 �fs f�r the 2S y�a�-, 2�r hoa�r stesrm and 1.53 cfs foz-th� 100 y��r, 24 ha�ar stor�n. Th�, I2"c� p'rpes in Ventura Av��ue at S% slape pravi�le a f�ow c�,p�.city of S �f�. Cu.rrently, the only flo�� ta th� pzpe syst�m is ap�roxaa��.tely 500 f�et of��r��;t (1�,000 s.�� �.ixc� �.��a�°��irnat��y lQ hom�s (100,000 sf� as v✓�ll as t.he uzid�vela�e� sit� ��5 a�r��). �he abc�v� �•��. is �qual tc� appraximat�l}� 7.6 a.cres. �ssucning �h� sa�� c��d'ations �s the �1'enYura Est�t�s s�bdivi�ior�, a calculated �low of 4.fi cfs for a 25 y�ar, J4 h�ur starm and 5.5 c�'s for a I00 year, �4 he��r starn� v✓ould be expected. The increas�d flows f�om the s�evelr�ped subdivision vvoL�ld inerea.s� th� flo�vs in the pi�es to 6.0 cfs az:� 7.03 cts for the 25-year, 24 hour and 1(}0-�ear, 24 hour stor�ns, � r�spectively. These flows are still less tha.n the �fow pro��ided (� �fs). Tk��refor�, t�ae 12"c� pipes � in �entura Av�:nu� are adequate. � "I'�-ibutarV to 1/4 I�dile Do�nstr�am: .�s � The tr�butary jains l�sh Cre�lc aY appi•oximatety S'a�1 k�all ��aal�vard and �V6' �.andau in Iw��tz��r � County �'ark. �"he tributacy is consti°ained at S�J 80u' �,.venue, ju�t north of SVd i.�ndau �t. by m° two culverts. '�'he primary �u�vert is a n�wer 60"cp �IViP �ape. �'he s��ondary culv�rt is 4•�"� C1Vl@' and is half-filIed with silt. The 60"c� pipe h�s a slap� of appraxiinately 2.5%. The 4P"� pipe slope was di�cult to �stima�e, but a, slop� of 2"/o was �ssum�d. These stna�t�ares are side by sad� Jr\Y/;�ls J:amuary I999 N:\CLER\PINAL\Scheciuias\4237 Stornx S�ste�n.4nalysis.dac � � r�vi�h �h� stz��c�� f�o�.y d�rect�d tc►w�ds th� SO°'� ��F �9fl�3�. TI1� S�F'Gc�%1 �%'ad.� dYl '��iiS �➢'�� IS , �pprmxi�at�ly �.5%�. �� �d�' A.v�nu� is a�pproac�na�t��y �/2 rra�iie d��str�ar� Fi-�m�h� site. ��.�to fe�ic�5 and p��va�e pro�r��y c���liats, it is dif�"r�ult gr� ��l�ze �la� tribut�ry a� fih� 1/4 �zil� �csouristr���. pc�aa��. I�c���ver, �i�e cul���ts �.t S'�J �0�` �.v�n��, a�Jprm,�,imately 1/2 xnile do�srr►str�am fr���a th� site, provid� aa� �ppaat�ani�y �'ar axa ���fl�xation. .A1sa, th� �rabuta;yy pra�vide� snore 3ta�ra.�e �.�sd flc+�ar � capa�it�r th�n�t IIUL°'Aver�u�c�lv�rt�. Tl�e tri��atary upstix•���na has� wYder channe� bc�t��rga., de���r ch�.�an.�l d�pth (by s�v�i•�� f��t� a.a�d �pprc�ximarely tfl�� sa.zn� channe! slope. Ther�for�, th� culver�s wilfl ���ased in�th�d��rrnstr��m ana.Iysis. Th� dra.in��� basin. �rea to��e fl/2 �ile dr��z�s�ream �oint is appreaxiffn�.t�ly C�12 a�r�� (s��k�i�c►re 1). �ssuzrring 66% per��inazs are�. and 33�/o irr�gervious �r��, th� 25-year, 24 hc�uur �to�rra a�nof� �at� for this draii��.�� �re� is 259 �f�. �'I�e la0 ;�ar, 24 �ica�ur s�ca°rn re�r�c�ff flo�v �s 313 cfs. �S�e �.�t�.ch�d do�srrzstre� ana�ysis r�port). �, Usin� 1\�Iannin�'s formula �ith a rr�ar�nins s "n" af 0.422 foc cocri.a.�ated �zetal pipe, a �8"� pipe flowing full with siope of 2�/o h�.s �. capat;ity af 120 cfs and a 60'°� �ip� flowing full has a c�}�a.city of 243 cfs. ��ee Civil Tool� s�eets a�t�ch�d�. VVith both culv�rgs Qp�r�ti�� i� �zni5an, there is �dequate flaw c��7a�ity for both the 25-ye�, 24 h.our and the �00-year, 24 hour starm events. A disc�assion re�arding th�tributary chaain�l sho�.zld be inclucied. The �h�.�an�l �t S'i� SOv'A.ven�x� has a bottom width of 6'± top v�i�th of �'±, and a dspth of 4'-►_-. Th� channel slope is appraxitziately 1.5°/4 '7Chese channel param.eter� provide a flaw capacity of 110 cfs. 19.0 �fs is si�ni#�car�tly l�ss t�ian the �low of a 100 year s�torrn. �-��wever, this Yributary nzay �v�rfl.��w i9:s . banaks in�o i�s flo�dplain. `�'here does not �p�ear io be any stnactures oz�eitlxer szde of�he tribt�taly within this flood pIain. Structtdx-�s n�ted v�er� visi'�ly higt�ier in elevation. To o�r �owledge, .� thee� is n� idanti�ed flood�Iain �er the Floa�d Ins�.rance Rake 1�Iap. Sura�mar� �'15�d LdpOri Pt7:fOP%T12ti0I1 fl�.7$c21ilE:C���11'(?i1�II c�d�$�.iY�CP SL3T'Vey O�tlle SL1�1JeG� Sfl$�°, feld ot�s��rati�n;s, aza analyszs of the Ash �reek tsib�atary drai�iage basin from U.�.G.�. T3e���rtc��. �s�d I,ake �swago quadran�le topo�ra�hic zna}�s, � do��vnstream analysis for the �Ssh �reek tributaiy has been explored for this �roject. � �t appears that no adverse impacts witl b� caused as a result of. the co�sta�act�on of thi� proje�t. Iz� � � (ookin� at the total run-off volume from this site, we estimate that the project will contribute �� � approximately 1% of the drainage volu�ne at a point 1/2 nlile down�tr�an�. Therefor�, at is � proposecl th,at no detention�xrill be provid�d far�his development. � � Rernov�al of silt fro�n the 48"� cuivert could b� ree�uired by thbs project to assure a lOQ-year i�ood °� event will p�.ss �V�I �0�'. 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Lake R�ad 1Vlilwa.ukie, �re�on 9722? 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'��E�E�1� �TSTR��I7'I'�C�I� ���r��r�a��r���k�����*�� *�*�*��*� �.�0°'Y�t�R ��—I�inU12 STORA% *'�** � .5010 '�f7T.A.L PFt�CIPo '��*}���**� _____�.�.�_�..�_..�_.�_��,�m�..��__�.m_�_a_m__�,_a_�..�Wa�.__��..��o..��._.��...,_��.._.��,d�,.a__�..� �ra�r��o ��r��z�r) , �ra���RV} , a��xrz�r�v� , cr��zr���R�r, , �� �o�a �����s r��a �. 408 ,�3�, 2�4 � 9�, 49 D�.T�', PRTP:Z'�-QUT: . ��������) ������acr� x�����r��u� ��(���,r���� � �r� � �� �a.��o ��s,�a ��oc� ��� .� ��.� ��o� ���,�-•�c���a ��������� •v�z���cr�-r�� ��.�ea� �o�� �����°�� �rr��� �a s � [��.t�.]���.�a��m�C e���� �n�. �m���� �� �a���i��� ���������€e �z��_�.�oe���. ���i����°s � '°° ���'���y � ""° ��.e��e.'�D���p � ° ��.�.��P s� ° :�°5��� 6 �, �JIt�T� CQLTNTY I}��',�R.TM��1T C��` PU}3I��C k7ORKS S�rf_ace W�t�� M�naa�sn�n� t�a.�ai�ior� Ii�'L�RC:�FtA.��i l�i�(���5� V�x�sien 4 ,21� 1 — �NFQ O� '�HIS pRC3GRF�i 2 -� �BUI�Y1� .'�. ° 1�ICJ17TF'XED 5BT1H`�ll 4 �- �.�LT�'� a �- �tC3FJTE2 6 — 1�1�DHY1D 7 ° BA���T,OW F3 -- F�G s�iYD 9 — I?.�T� �.f3 � ��F'�C 11 �° �EfiCJ�2N PI'd DOS �1�T`.C`�Ft t��"��QZ�Ts 2 aEtIR-£/S�s I�i�TF-YO17 I'OR COMPLJTTi�dl"a �'tIIT�TGFF �iYDROGRI�PH � S`x'ORTvI t)1,7:'�C�Nu: � � � � -� ��c,s a T���—i�. � � a — i--n��� n��x�r� ��o�r� � 3 — �TO� D�iTA �'ILE � � s��C��� s�.rca�.l� ��m�arr: � � � s.�.s. �r���-��.� �,zr���.�� ��s�rxx����car� �rrT�Ro ���(x�;A�> , Du���or��x�u�} , p���z�Lzn7cF�ES� �, a, � ..,.���_e�_______�._�.._�a.�m__.�_sm_.�m�._.�___waa__�..�ma_�_�m__�.o�__ma____o_�..�__ ��r������r�r����r�������� �oC.:�, '�"I��-�iA d7�S'I'I�I;�LJ�`SC�J� ��r�:��*�������*�����r� *�**���x� C3-�YE,�R O�HOIIR ��'QRd� ��** m 0�91 7'�JT�L �'R:��:�F. h***��'*�* � . ��� ��������� �� .�. D'�.���'i� ��J�.�s��� ���.�..,&r �.�'�r���B� � ���' ����� �'s����,�� �� �� � b ��$�° ���� �� ���� sl�YA��C� ���� Prepared 6y: Compass Engyneerin� 6564 5E Lake Rc�a.d 2r�lilwaukie, Oregon 97222 (503) 653-9093 Project I�io.: 98�-4237 JAYluls 3unuary 19'I9 N:�CLL•It\PlNAL.lScls¢dules14237 Swrm Calculatio�is , ���� ������ la'��tzv�e �3[ydrs�gx���as far t�e 2S y�ar-�4 h¢��r �c� 100 �ear-24 hc��ar s�s�rm� fcar �,�a� �nte �� d�v�lag��l usi�� th� �is�� �o�s��y-���ata ��'��� �a�i� I-�ycir��raph Iu��P.�c�d. ���.� �ll��;�s fs�r t�� d�v�l�p�d a��e��aia����tc���cl �r�as�xr�pr�s�r���d. ��a�'e��is: .. �'at�t.Ax�a: �2�4,300 �.�. =S.IS a�s�s �c�i�typ�: ��m��ius �1��flaa�t, l[�ydrealo�g� C�r�cag: C �[.JJ�t'r� ���i S�r�r��f�r������ts���oa�tY) ���w��.��, I�ydre�le�ggc�rc��rp. � ! �b �T�—C��V��Oj3+�f�: ���w� r�raa�b��•, per�ia�a�: �1 {�o�� �r fc�.rest fl�.r�d� Cuxv� number, imp�rvioi,as: 9�S (I�in��o�nty �urfaee i��te��i��i�n���nua1J I��velop�d: C�ar.�� ��ar�b�r, pervious: �� �la�wn) �C�r�e �u�tb�r, i�p�rviaus: 98 * ' T3ev�loped are�: ��rvit��as 84,180 �z = 3.22 a�r�5 Irr�p�rr�rio�s = I.�a �cxes , � � Preci�rit�atrorz: 2, yr, 24 hr - �.50 i�a/hr �IJ�A�Tz�?dbook� 5 yr, '24 lzr - s.�Q ir�/hr 10 yz-, 24 Iar � �.45 ia�/�ar 2`S yt', 24 I71- d �.90 i11/�111' 50 yr, 2� hr - �.�0 in/hr �do �f, 2� �13' ° �.�o Id'➢��il" 1 irne of Gonc��tratior�—pr�-c�eveloped _ �'t: L = 30Q' �sh�ct f�a�) � � = 0.10�lft � nS — U.4�(3(�uac�ds ar fores��Eth ii�ht u�d�rb�-ush) � I = 2.5 iza/hr � °,� �.: = f,0.93 Lo.s��.�>���o.a� So.3� �R � T1 = Q.93 (30Q°.G x O.��Oo.$)o.s _ 29.9 min ��.�5���4�'D.I O}0.3 Jr#Y/nls Ja¢auaay i999 N:\CLEI?\FINAL\Scheaiules\4237 Siornz Culculuiions.doc ���+��'��� ���'���� ���� � I'a: :� � 3�D7`�s��ll�w�,ta�zc�r����t�d f�rrvv) v -� k-�sa , � -- 5 (br�s�y �r��st�c���i� s�cn�tr���)��n� �o�z�ty S�rface��si�� ��u�� ° s -- O.I:� f�/ii: v = 5�fl.13 = 1.�0�J� =�'z — �. — 307 = �.� min C0� 60 (�.�(?;� �'3: �., -- �7° (�ha11�v��once�t�a.t��t�lov�� � _ lc�so � k = S � � — 0.143 �t/#� v = 5�0.143 — 1.$9 ft/s T3 = 77 = 0.7 min 60(1.89� , T�: L = 60'(ch�r�r��I f�osr�� � = 10 (�or�st�d dr�iil�g� ccsv���vzth defrned ch�nn�l bed) s = 0.�33 f�/� v — 1 a�0.2:s`3 = �.83 ft/s '�� = 50 = 0.2 nnan 60(4.�3) �'6 = T'z -t-r2��'3 + '�a = 29.�+2.� +0.7 +p.2 = :�3.6 rt�i�n Tim� of concentraxiori—c3e��lc���d T1: L = 210' (sh.e�t flovv) � ' ns = 0.�S (la�✓n) � s = Q.I2 ft/f� � I = 2.5 in/hr � � Ti = 0.93 210 °�) 6 x f 0.15� = 17.0 min f � � (z.$)o.� Eo.l2�n.3 I � ; �' TZ: �, _ ��� (������o��> ns = 0.41I (pa�veme�t) s — 0.026 �}Ji� I = 2.5 inJhr JAY/uls Janu:uy L999 N:\CLL'l2.FINAI,\Scheciulzs,�{237 Sturm Calaulutions.cloc V'�1�1`�'�.J�.� ��'I'�T�� ���� � � �"� = 0�93 '7� 0.6�c (D.(D�1 o.s _ �.ti �Yn �2.S�aa�0.(}26)o.s T3: �, = 315`�ipe �io�+� k = 42 �P�P�� so = 0.0�3 #�Jx� v = �C�s = �2�1Q.d93 = 1�.� �t/s L = 315 — (}.4 ra�i�� 60�, 50(��.8� T4; L, — �b5' (�tza��aet �1or�+—Pl��) � 1�{� = 42 s = 0.01 v = 42�0.01 = 4.2 �/s Ta = �, = 45 — 0.2 �rzi�a 60�/ b0 (�.2.) T� = 17.0 -�-5.� +0.4+ 0.� = 22.4�nin Unit h'y�'ro�rczpl�Sa�rraa�rcrrx(sae c�cnpa.�t��pria��oiit fc�a-d��ails) Pr�-develap�d: 2� yr, ?41u, Qp = 1.E�7 c�'s 1�.:\423'7_�5�.hyd 10�yr, 24 hr, (�p = 2.17 �fs .A:\4237_100�a.hyd �9evelop�d: 25 yr, 24 hr, Qp = 3.07 Gfs A:\�237 25d.l�yd � 100 ys, 2A- �u-, QP — 3.70 Gfs A.:\4237�100ci.liyd � � �- c� � � � � � � JAY/alss lumuuy 1!%99 N:\CLEIZ1t'INr1i..\Suhed�alzs�4237 Storni Culculations.doc — _ �.�' _�.� � . _ -�: ,,,.,.� . ,�� 12� ���, ��� � ���;1�.��al cc� [�.bs�r,c� af an entry ��d'aca.tes the f�s�tnre i� not s easa�exm.. aee Glasr�ar�tnr d��cri�tio�a� �f reae�a —. --- �� --- �. Soil a►axne�,nd �Iydro- �`a�di.�g .� m�p symhel �0�� �" �ra�g ��.�qu�ncg 1?r�ratiosi binntkis �4.lohac a i ,�__d__�.d..___._..._._.__..____�.____�__ C No�ae _.__.._.� � .�ianity s 2 po_,.�m_____.�__..__________._.___.e C �Tone .�______�._�_ As�ori�; a�, sr e___�..__�.�.�.____s__._..._____ r� �r��� __r___�.__..wW }3riedwell: ' �B, 5B, 5C, 5D ____A__._____._..__________ � IvTnxse __________�---___.._________4�_a�.a_e_e__d_.�__�---..�r_____�___... C:axlt�n e 66, bC ___._..______..._..�_A_..__.Y______ � None ..,_________.. �ascadQ: 76, 7C� 7D, 7E, 7f __._.____�a__�____ C Ntaa�� _______d_...____.,_d___________s_..�...._.Y_._o�.__.._e..____.______r___.._d,. �'21��2�12Tri: e. BC ____.._____..___M________�___..___ C �l'one _______�____ma_�a w�.�__.______W__..---.�_____w.._______�____,._____..___ �h�halis: 9, 10 __�.W___.__.____..�_______.__..._.__.__ � �ommon ______._____.___ Brie� ___�____-_-°---_ Nov-IYdar ___�---_------ �oxnelfus: ' !I 8, ' 1 1 C, 3 I I D, 1 1 I d, '1 I F: Cor�a]ius gax°� _..__v.._---.�_-------- C None _________...._e____---m__.._----°_--e_�________._____a__...._------w---- Kintan �art _�,________..__...._�._ � None ___.�_�a____.�.._�_.___---_____.�______w__________._______�____�_---_ °Cornelius �ariant: 12A, 12Q, 12C ______.._________�____ C I�one _________o___.._...�._______.._�__.�e_..____�_____________.._____________ Cove: i3� 14 ______..____�____----r_e..___ D Cornmozz ________m_____ B•rief _.___._______�__..__ Dec-d4.pr___o_---_______ �ayton: 15 __..___________.._._______w_.�___ � R7on� _..__..________.�_o___�__________�_______________.r__________T_.___.�_ 7?elen$� IhC __w_.___________________..._._..__.__ D l`�Tone _._________...._____.._______________.__......__________.._.________.._._.____.__ Goble: 173, 17C, I iD, 17�, I6e, 18F_____.-----__ C .6Tane ____________e_____________..__._________________._._�.__.�__�.._,_____p_ --Fielvetia: " 148, i9C, 19D, 19E _____------�__o_.. C None -------------�__-------------_..,.___r,.,w___------_----_____________ FieYnbxe: 2oE, 2oF, 2oC� -------------°-----_- � Y�Tone ---..°-----_--_------___-_°_______�___..____.�____..__v_�_....a___-_°_ � F!'sllsboro: � 2IA, 218, 21C, 21q ------------------- � �Tone _--°------_____�___..__---___---d--_°-----_ ___..__...____�.__________-- �°°° FTuberly: � � 22 ______�__._______...._______.r_e_� I3 1Vone ___.___---------e__�d_____.____..__.._A.���__ ______________._.._�______ � 3ory: ,�, 236, 23�, 23D, 23E, 23F ----___�.______ C 1�Torte _____.._______�....-------------•--_a�._._.,.a_____________._..____�_e_a_ � � }�ilchis: '24G: � Kilchis part _____________________ C I�Ione ___________________.._a____..__..____r__.._____m_e__________________ �IACIClt3� gJa'i,l'� __._.___-----_.�.---__ S NOY18 _____..__.___..v.a,.....__,e.._.._.s________.s__�__r....— ---°---.._s__so_--...-'___a._ �� �����i��'�Y'�`TRl� �. I 3 � . _l ��d` q4 �d; �� �� � tc.e�Fa�:l''`..'f` G . 'J �� 1 �. . 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'�� ������e� �a ��������� � �et��ea�c��eea�y�oax��r�9���asav�p&�s �tc�i�i�pg�c��r��i�a�e���a��t�ce�s���a�c�b��°��i���i �� ir�el�at��p����s�ca�a��°sd���l�s�s��'tra�p�r�id h�staip��rg���t�r�d����r s��aa��� �� ��� ��d �°6��l��'�k�,�. �t�t p�x����i�n ��r�y�rapert� '�° �cme�r�st�t�d ta���nve�+�d t� ���a��iid�b����ak by�p��s�e��aa af�as� a�d �Vald�af� � �i F r�t�E�c�c�,.,�,��tavn�o � . � � � � � � �;KH1�t'C C� �S6s�` �--r•�..m a a ydxoaea t ���ha����� ���r�� �'����i�� ��r����r� '�°d�6� � ������es�tatEO�a �������� �'§��� 3 ��t�°s� PETt��RRNAP�C� �'T�e�?�� �9R3i0Y�S�CJ��U�57. S7FildDRK� �7fISTIfdG fi�Y��S��'S C��+Se�:.'l? CO�l1PL1�P�G� €dSi1E5 WH'��O SG�iv�€CY�GPBa P�e�IV��C S�i�SE? Como C�fhe 's,�a� L7�A Plar� �o_�sFs�p �ta�¢�«rds e�estan �qE49P��R1TS Flaad PAanaaement � � Local o�us�f�:�'s� finisE�ee!8�r�3�n in r�tprx�s�Qo 1�fi flood based�?xaI knoYV[�e. -�9�ttfoa+� Jc�sf gc with F�t�A Flocdplains, Ffbw 4o dsat wrrh areas o3 �ot�RO�igh &evark 4o updaf¢FlS's, or 93�Enunc�afEa��oiher t�oCl,meittaeio�l- �o tt�9�r�EEWA r 2s-yr�lood sra�s tvi"�oenment�d rea:esmn�nd u�leag n� DafinHion of Fti1A flsB2S U�3'3Yf88171 tG SCTI38�Olf!Y ev9denFe of 1londing°?? i�o�sf�a�jr. �ut the 4.A.'�IYfY�OCi7i9�I6(!IR$ I purFasa s3�teman4 i� �A.1.Func4ionsNaEues codoJcomp p?sns �i�uce risk of tiooding " 7f Pr�denUReduaa risk to I Iifg�ProPesiY ' % malntain noQdplain storaga " K ' ' a11aN flav conxeyancs 4niu c�xisBing&naturel systems " K �.�.2.s�andards 1)?tee�existir.�std.ar 2) I � �xtend ba9an�e�os��trYsll upst��a�R;esd to ta1c�s�e�a� USA: Bafancer!cui/fili, af FEPr�a flo�d�!�in�,to at�n�h�re woreling wa adnF?: thase USA:defanEion reqmt's for 25Yo s?o�a��urs,�e to'!4�J acre s.andards wiil mairstaln s.daveiopment,excsvatton, aoms n�,v dev. ��veRen, dra's��ge are���t3r�at, sYa:ago,bu�tlonc ' E{!musi rnain?aiz or increase Fanno watershed,Hedges requiriny 6�f et�U#i!!wi:hin srsa ot e6sva4ions may sfili stasa�e�come��anca,not watershed: req'd all'h� 25-yaar4lQCd i:stan��?ton oP w'sihi�s ina:rrasa�e��to inaress�3lood�leu. tims) .he buffer �savelopme�t. �{ USA:bslancad ct�+Nll in b.baiancsd cut�fili iiQadpieins yes see a��vs � � c.�aianeirg auta musf na! e�srcnrelfy�a full of vu�tcr " � � � 9 �� ' � �.�������������� � ; i � �J������t�� ���a�� �������� ���°���s��� '��t�� � ��������t��o�� �������� a ����� � ����°6� .. �Et�F�a�thR�t�E s��6D��s opvirs�a5�o�����s. �YAFiC1AAPt� EXO531td��l.A1 E�5S�'S �OflNPl.�7 Cl7N1P�f�ddvE B�ES�S Y�t 4���J�l�E s�6�°tflflAlS'�.,4S��d.��iiE�^E7 � i9±hes Lc�aQ l95�et P6aas ��nlna atar�are�� � �Q�RN3€1�� ?.)stay�s-is �Yr�shou{af too�c at I I er 2.)a�d se�r�rt for�reas aaaonciEing the definliotts af S�}f��1��5�P�p��a ugs:rs�am af���8cxa�piains: "6'�ssign�?orm Eaava4i�n'& Sevleue 25;r�° CGF7SIC�6Y f2t�6fISf°.lg Btli'!$P EI9V3�B "�oocl tY�mt d4raa": shaLld stoernlero�eatlr�t d. rtnisha�t3oors y'abov� ail:equire lhis foe FEP�9� 1'abc�a 25-yr sFarm or 3'a�ove th��3u6A 6ne9u��2�-�v ��Is€oet��sci o�t dasign�tnam el�v. �loodpEains ��ss for fi4sadgS�ins eS�sest edge oP`�1fG.�R fo bidp. si9rtn are�s% 3t X d�iEe��s€��4ed�is�. 9.P@fiOYB iBR7Fi.COPSt:.FIIIS no c�Q ea3 � X x i. €�rohibii�ncon4ainsd haz � ma!ir,r''MA, no no ad� � � 4.�.3.�zempFions — bs cau9aa�r•�ith 3anguayd: 3n some�reas tvith flo3d's�Q . prob'.msy nead ta require an�t}�is 2.sotrse a.p9an.ir.g�f n�v� r�dr€:4ie�ns-at P�ast i�a traa�slshr.�bs ?7 na add §��,rsy x q b.dei�ntiar+factliti�,l�va�s, � efc,dosign�d t� reEtuaaimitigQte flond i lssspsets. IJc Iaveas to croc,s � vas:anf bupldebie iands. a(Icwved v�r/s�at�is y�s ;� X hSs»d to crs�ta clear, o�jsciie€e st�s. flRa�noY c.a?�IvaeSslcrossings if dan'! v�ant�leat s�san b�?alge so � signif ratsa il�ud�lav, can dn dei6n��n b�h€nd � mlr�lm9zs?i!1�mir..eros'sv�s road eanbsnl�rsan�. �, v�lacW�. �e�ee�dlcuf�s as culv�rPs��oad orassings ��ireci cnnsl�Sians are rc pract€c�bl�. BrisSges ailawad. �ut n�ianguage ots coe�sidgr s,Mritiny Y�e d�siree r�al�y kV�ar�d hab iaf �"�d saa�ersy'cs�� vwB�Br�vflr�racti�fsls. cood�tians Ino? conditions es po9iey�a4omaats. k�s�ss... � � % �t�ftt�'a:'� Wac�r Q�a9itv � d,�.1.Fuanas� f � protecf&I�prov�e NVQ ta Placo ite p[�rpas�s?a4senent i�a � — su�pa�t berzeflcial uses cocies/co�nps plans X � Also puf 3n Qurpoa��Safesnet54s �#61 F c4'sons&V�lues ia co�'e:Jcamp tans �( � � 2 ��G6��8..f��'T���' � ������g��� ����� �I��a�s�� �ar�����°� T'�t�� � ir��l������tio� ��a����ee °�6��� 3 ���s�s� s ����o�t:�asvc� ss��t����s e��to!�s�o�su�s�'. �YA93DARD EYI�TIPIG R�LA7ED STD'� C��A�LY? C�]FAP�.lfiPdCE ES�U�S UUHEF��DQ J�iR9S[3tL°'Tit2sd5�&9L�C 49i���? �orma �tber€ac�� �13� � Fiars �an(na Starsdas�s �Icn ��i�9pA�NTS USA�4 cities min: 25',plus Tigard: 50'on parts o9Ash, a.provide veQetaPad corridor Fanno,Bali,75'on Tualatin to seF�raie PWF from R,7ualatin: 40'on 7'ualatin se2 veqefateo'coMcbroptlons devetopment R. ai,sastpat8y paper X Y � Z » " " ,including b.maintainireduce water restoratian 8 some seo�geta�d cortic�r optlons temp. enhancement atlaasPpaa;iy papat' X X X a.maint�in naturat stream se�vs�eYateci corr!�ropUons ' corr'dors " at least pa¢tly paper X X � erosion cantrol,25'v�corr, onsite U'dQF's,maint. existiag peograms listerl Practices,pablic ed,stream shoutd"balares"any d.rnfnimize eros3an,nu4rient, enhanceme;�d,reg6onal sae vegatafe�cor.idaroptlons flexibiEiils�ve place onio pollutaetloading Y1FQP°s yas pape� corri�orwidths X X e.fift�ring,;r��its�tion,natural sss vegetatecf cc>Mdoroptions water p�riiicatson veg.cocridor,onsiie b��Fs yss ar rerosfiy paper X X L stabilize slopes to Qreven4 landslides contrib.Sed.Tc �e yegaiatea corrldor opY,Qns wate�featuras v�g,cozidor,erosioe�con5rol aP/east�aroy papeP � � 4.8.2.rs. N�Qi�A widths: se�t�egatated c�rtt�:r optlons 50'if slap�<ZSry, sse 4.B.9.a abovs ? �apsr " X X sse srsQaPated co�c,oroptlorzs 269'if slope>25%£or 150+' " ? paper X X btvm 50-2C30'if slope>259'o for se�:regatated corrlrtor o�tlons 50-150 ft " " ? ls�par X X 35 ii 50-9fl0 ac intermft, see v�gefatetl corrid�r opflons slope<28°'o no ? paper � X 50'if 5�-9 Q0 ac intermli, sQe✓egetated corrlG'osepnons sloe�>25% Ino ? pap�r X X sea 4.8.9.a above,JSR b,protact,snainiain,enhancs roquires sestoration&some �a YegePatetf cQari:'�rop#lans or restosa WG1RA enharcemen4 ? papsr � � USA T`able 3.1 gives c.proh3bi4 dev w/sig neg con�ii?ioos ior bufi`e� impac!40 41U'Qr2A,nfiich can'i di�turbanae,given bu�er D�fns clea.>,ob/activa Now�b det)ne slyntflcant �3 m�ti ated condition ? �ncraachr�ntstanc�rcis l�co�negarivelm t7 X X 3 � i i � ���I�9��`�Y�`�'��� � ���h����e�� ������ �������� �3�������� °��m�� � 6��i�m�������s� �a������ `Ta�l� � ��t��3� PE�iT�Ll.°�6dC� ',�TrM9[7AFt�a t�aT'iOP�4�FCl€2 Sd3�5T. 3T�48��.� c:X9S�'IN��LA'TE��TC3'S �ONl�LY7 �t3WA��iA�3�� iS��i�a ��9���E�.!l�R9�qiCT14�P15 4i�9�4�L�T�i�s�1 ����� �har�as�a� ��.,� Plan s�ni�aa �tanr�ards : �e.�e�i,� ��N6�lTS d.main4�in,2n�arce or restora na4ive veg cover,ii See s�2geEaf�dco:rldors optolns � disturb�d(can repiacg o�per. Rlso,eonsideraddlrg invas�va,non-e�atrve). Qaesn't �����g����y��r praclude ensrgy d�ssiFaYers ,43QPra Dafin�tion of st qutfial9s " ° ? Dsvelopmen7j � � e.no uncontainect haz mai in WQ�t,4 no no a6d X Y d. Allav dev in WQR�4 if:no 4JSA veg.cor�idor s4ds atiow � � pi�ct.Aii,dev is i'smit�cf, buff�r aac�ragEn9,giva�Iisi of work off of ex�stin�a t95R mffigatEan esq'd prohibi43ons&axcsp4ians no €anguage x � g.utifiry Ee�sir,rmpl�cemsni, ! improvArnent O�f iF'�slOr�, maybe ad�mflrs delail regard'sr�g restarad yss yes TG�a$Ot�t1097[e�8I2eiCed C!PE!x°Sla X I � h.ax�m,�tian: roufine, re�aidenseirst of ezisting stsvctures,roads,driveweys� utii�tiese BcCes3ory u8e�d� � o4�er de��lopment ?7 ? arid 4o excPptions list � K � � 4.�.3 parcel�made uabuildsbie � redu�e or remov�rsqrrtts whils provi�ing matt veg corr essa4�separate'unbui!d�b?a" p�����e �o nc rle4erm(natiare s4anda� � � an.ourags ovrt�er�i�pr�4ec4 4�ke care a�Y�is v¢t''ahin cG�a i aea�s iFtrougt�s�rts�rs s�quiring se��ade piadt�e'i araas, iI ���s�mse�ts,tncentn�s,others prob�bly �tc.ias rrog carridor� ! X 9f 6rOW9at2 CGP't.`fQ� - �LIIPAS@: P�EQt1lT�PP18aSL':�3 4o pr�vent ssc!dovchsrge during/�fter cons4Tuc?ion yes-USb p-es � � j 4.�.2.�'revent visibie 8 mscsurabie�aras€nn yes-USA yas $ X 4.C.3 cos�lrol unprev�n#abie I erosian w!onsita m�asures yes-USA yas � X � Im ie en4at�n YooOs , 4 I' < <' � � �'� '� , @�.��B��L9°��'�°�� ���h���#�r� ����°a� �@������ ��������� �'���� � 9������r�t����� ����i��� `��t�� � ���r�� ���o��s�c� s�e��a�o� ��e ia�as�����a�a. !S7RN�kRD �('°aYEiS���LfAT�t��T'C�'� C��1PLY? ��BeaPL4�4VG� ia�t��S hllhi�i'���&52i�e��i�'lC�i'3�d��l�3�.E�`4�&���? ��ma Othe� 6c�€ I �� �lase o��n �tae°daec4� ��& R C��R�A�f� 4.D.1.Autfiorize transfer of � I petanitt�uni�s!t��ot ar�cr o4hee me�sures tt �uvu9d fr�iiCrr4fy�c��cuif I 4o pisce�uch reairic�rans �.D.?.Pro4ect NuG2R�s 8 -�,�nei�xlstir.�raqrrrCs irm arki o:r floodpiairss outside oi Fh�s cv!cons easament, lJS�: reg'd no�for 25'vag t�i/QtZfis vag coreidots: they are s4i11 seryar�te op�n spa�a piafiing, corridors but not for -expand ex.rs*�np s�mfs Po aCd d�ve9opabl�,gi�en ar saies{don�:ions floodpia;ns partly 'rb�4F�R's and F:�9F�'s balanced cu:�fill X X �d.D.� Addit;ons,replacement I of amstiiag sfructurss,eoads, acc�ssories�nay o�atlanred: � la.notin�onsislent�nllocat �rsgs b,does nn4 encrcach closer to psat watsrfsature ! � � Exlsun�U.�`iA EC ood3 o.�C musf be usad co3rers v�s � d.raauira appticant to damonsfrate ra ak,projec4 limits�isfurbance,mftiga4ion t�i�d Y 3C i 4.�.�.Do na:have to epP6y Dces this contlict tvi49a � perE sids�'r�n gra��r,gfofdg L?aiincilon ai C�eve9�pmara4, perreist zs+y� seers�as exlst�ng y�as? v�hich inc�ades ciearing? k � -ss�tre�.corrivars aptians if ezr!t�nremant�asde i �ap�s c�s�lifar,�fapp:a�val,naed � �3.�.5.Enccu€ag�d 4o pror•ide �carstin.u�orsr.�cnd to fook aP bss4es of lncflntives,use conditiar,�ot axls8ng U�A std rEgu�res this:s snF,ancesr,en�tagmts fo>paa4 ur propoRtanallf�lenp�ct af ���S�ua;,et�.to�rshQnc� enhancernent af v�y coMdar �r:rovra�;no� �1!�f�&b deve;csp!rsert va.6aw What is 4he�a���s degead�s.+vll�� ifr!ls�;r6�!orlsdagr�tied req'd -�tYa fadu�dons ln envch er�frencerr�nt re�'d � X x use ne�deveEes�m�e�;' �7.�.`�2�'Y�CO(fld9f 647e53�6P nB2(`,i5t$�%lSE6!!¢I.IS/k carrerstiy appEies to ail 2���RSl1C��.��Of 8I)tlbPrT7�I8.�i �.ta.s.a���r,�ia€a g�ie� vt+etfands e�eni�igdiion wa�4€�esds�t?caeai�oaf 5 �aiie�d�,4ut can cover sr�ore�xsti�nds s!glnl�icanP aretlartds X X X 4.E. taiaps Admtn ( ��etlaae�4�-�c4! 44ion� i 5 � t������������� � i , � . � ��s���g��� ���r�� �����6�� ��������� T'��f� � ��������t��i�� ���vu����� �'���� 3 �,������ ����t¢s���dee s���a���� a��esota��c��4�s�. ST�Pl�A�B �XiSYIP�4G R�S.rAT�5?D'S CAI�F'i.�? GC?�}IP�.if�1iCE i^s�ti�� �i��JljiSfS9lGFic'?N5 lsr1�4�1,.�Yt4���"r �otta� C�:i�er l.aeal 81� Piar Za� Stancard� i 43egFgn �S11R��iTS �'ev���p�eni...Any o4Fser activ9tq 4hat resuiis in iha removat o¢enore tha7 10 perr.ent ef#he vegetatiorr in the'v�iatsr Qualiiyr Resoutce �Y�clsa�ing�odes.but b!r'sa an tne!ot is defined as rl8an�Bvtn,heve bse -creat�r,ax�cleating r�cdas davalcpe�ant...mose ihan 10 ortilnances. Curr�nP USsi -canslder Fi�arri hea coc� peecent ramoval of vegetation std Ycr25'vegetarbd ct�rrldor -eon�nue tegufrng rsn a l04 mvs4 eomplywith r�qul:es rev�getedon H enhanir>mentlfcotrlCor Se,4io�s�C-E dlsturbed. ? silstur�er;oe n3da� a� , _. � � 6 L��E�����'�F�i� �las������� ����� ��a��6�g �aa�e����� �°iti� 3 Om����ae�t�t�aan �a���d�t�� �i�l� � �a��y� ���c��e�sc� �r����� �p3�a�a����su�s;. � �3dW���GY EXIS7ii3G RELAYED STi?'S �6FA�l�Y? �tStNFL?RFdG� i��l7�S �1VHER��9 Ji��iS�EGi60Ed�Ii��FDI��N�a�? 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M�,�r�og ft�l�y s;ov�a•�pac��.i�g te��a�ratu�r�r�gul�.tic���y,�;�da��;er�d S��c��s!�,ct r�quir��ents, c�r d�oal.� x���r3s. 2. ��y nrs�be��.�cre�t�o cc�ax�pl�e�atl�"1"a���3 r�quir�rnen�s. � � � i � � � � � � �u � 2 (�1""�'�OI�I 20 .����t��dw���t�v���4�at�� �a�r�°Y���°����s���a���r�°��fl��r���fa��tre��� ��d. ��g����s f�5�ffi�a�t f��a���������t�t�e�a���at��4p��6 se���� ��a������a����°��). ����v�.a��e� �t��°����co�ich����t���������°qu�al�ty�n�. d����rt�e��t����lc����9��a� saaa����au�f�a°�ia��h �°�a�u��i��.� ��'c�rt��n��e�a��c����a�t�e��a�c���a�a�n���sz�a����r���a�a�a��o �esr�i.�t���: - .�. �e���t�� �c����d�rs. �?S�.�esigr�& �a�r�stau�tiQn Sta�d�ds c;�rre�a$��reqa�ir��2S�icaat�te�eta�ed cmc�ad���t�m t�p af ' b�c�r��li�eat�d�dg�of w�tland fo�a11�aerenr�al str��s, s�r��g��d w�tl�d.5, aa9.d f�sr i��te�rrraxttenf sfr�;�1s d�a�graing>1�J0 acres� 'I'tu�basi�pra�ra.r,���a�Id b��har���d���s��5d���oc.�ti v���t�$ed��rrid�g�s�ie basis for�ca�npii�a�e a�t..her th� �e c���t 25-loc�#co�l��r. 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