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HomeMy WebLinkAboutElliott - Resubmitted Reconsideration Denis Law Clt Of Mayor � y 1C} �j i, � �� � l � J,iA ..CLI � City Clerk -Jason A.Seth,CMC September 19, 2016 Ivana Halvorsen Barghausen Consuiting Engineers, Inc. 18215 72"d AV S Kent, WA 98032 Subject: Re-Submitted Request for Reconsideration of HEX Final Decision Elliott Farms Preliminary Plat (LUA-15-000242) Dear Ms. Halversen: Attached is your copy of the Re-Submitted Request for Reconsideration of HEX Final Decision filed by Leland &Joanne Gregory in the above-referenced matter. If I can provide further information, please feel free to contact me or Clark Close, Senior Planner at (425) 430-7289. Sincerely, J '��� ason A. eth, CMC City Clerk cc: Hearing Examiner Clark Close,Senior Planner Jennifer Henning, Planning Director Vanessa Dolbee, Current Planning Manager Brianne Bannwarth, Development Engineering Manager Craig Burnell, Building Official Sabrina Mirante,Secretary, Planning Division Julia Medzegian, City Council Liaison Parties of Record (12) 1055 South Grady Way• Renton,Washington 98057 • (425)430-6510/Fax(425)430-6516• rentonwa.gov REQUEST FOR RECONSIDERATION OF HEARING EXAMINER FINAL DECISION, Dated 8-25-16 and FIRST ORDER ON REQUEST FOR RECONSIDERATION RESPONSE Dated September 13, 2016 �ITY OF RENTO[�t ��•��� �� RE: Elliott Farms S E P 1 9 2016 � Preliminary Plat RECEIVED CiTY CLERK'S pFFlCE LUA15-000242, ECF,PP,SA-H,MOD Leland and Joanne Gregory 14235 Maple Valley Hwy Renton, WA 98058 We own the single family residence directly south of the Elliott Farms Plat on the Southeast corner of the plat. Access to our property is a private road over property owned by the Pioneer Homes HOA on which we there are recorded easements for our use. Our request is based on the following item. 1. SR— 169 ENTRANCE TO ELLIOTT FARMS We have attached Exhibit 24 from the original hearing documents which is a letter from the City of Renton regarding the Spacing Deviation Determination for the access to WA — 169 with areas highlighted by us. We have also attached the Final Approved Channelization Plan which is Exhibit 38 from the documents. The City states that the spacing does not meet minimum standards of 330 feet of spacing between other connections and apparently approves the plan because there is no feasible alternative because of proposed elevation grades. In looking at the Preliminary On Site Grading and Drainage Plan dated 2-11-15, which is Exhibit 6 from the documents, the elevations at the approved location are no different that the elevations shown at Alley 2 or Alley 3, so our question are: 1. How can this be used as the basis for accepting the design when there are no differences in the elevations all along the property line adjacent to SR— 169? 2. Why can't the access to 1 fi9 be placed at Aliey 2 ar Aiiey 3 so that the 330 foot spacing minimum standard is adhered ta? 3. What does the collision rate at the Moiasses Creek access have to do with the apprc�val of the design? The acceptance of this new plan forces us to exit only to the right from aur existing road on to 169, and go down and turn araund somewhere down the road if we wish to travei west on SR— 169, The new left turn anly lane in#a Eliiott Farm when approaehing fram the east will no#allow us to cross ta 169. The new entrance is only 9�feet from our driveway, not the 133 ft. noted in Exhibit 24. When we approach from #he West to tum into our property now, we usually turn intQ the shoulder apprpximately 120 ft. befare our entrance to avoid the tra�c that usua!!y is travelling at 50MPM. This may not be legal but it seems ta make sense to get out of the traff}c rather than slow the traffic down at this poin#. This shoulder will now be reduced ta 5 ft. wide with the new canstruction. We are now going #o have #o put on our blinker after passing the proposed EIliott Farm entrance, slow down ir� the 90 ft. space, check to make sure no or�e is exiting in #he right turn only lane only fram Elliott Farms and turn into our driveway. There is r�o longer a shoulder available to exit inta. We think that this has the poten#iai of creating a real clus#er in a shart dis#ance an this stretch ofi 169. We hape that this area will have an accident rate of .0 in a 3 year period. Moving the entrance to the West may not be preferable to the Elliott Farrn owners but we feel this should be reexamined, because the anly criteria for the arig'rnal placement of this was because af an elevatian issue whrch simply daes not exist. The proposed exit road should be reduced in width so that Ailey 2 ar Alley 3 can be increased to meet #he Ci#y Road des'rgn criteria. Thank you. 4�.c�Ga,«o� 4�r q l�G v Leland Gregory Date i�l f ��/ ���" /`" �oanne Cregory � � Date � ' • � ' � W.�i�en � �� _ ,. � �`' . t7enis Law � �l�' O� � . ` J Mz or . '�`� t" Y � � yp, -s t _ �-` 8 ' � �,`: � �; �, ,� �.} � * � �. r � _ �f•;�,��7 � ������ � . May 22, 2016 Cornmunity&Ecanomic Dev�lapment Department C.E."Chip"VincenC,Administrattir Ivana Ha}varsen BargF�ausen Cansul#ing 18215 72"�Ave S Kent,WA 98432 . SU8JE�1'; State Route 269 AccQss Spacin�Deviatian aeterm�nat�an Ellic�#t�arrns Pretsminary PEat, LUA15-Qt?4242,ECf, PP,SA-H, 11►'!OQ Dear Ms. Ha(vorse�. This letter is written In respc�nse te� t�►e prc�posed 45-�ni# Elfiot� Farms m€�Iti-family residentiai develc�pment and asscrciated clesign deviatian request fram WSt3C3'F's standard requir�mes�ts �nder VtiAC 46&52-Q4C1 �3} for managed access ta Maple Va�tey High�ray (State Rou#e 1�9). E4liott Farms Pretirninary i'iat is a �.i�7-acre site located alr�r�g SR-169 between 14tJth �11ay SE and 14�th Ave SE within the Resident�ai-14 zonin� district (APN 22�3U59C304y. A1i n�w residential subdivisions are required 6y Rentan Municipal Code to estabtish access to a pub4ic raad for each segregated parce! (€tMC 4- 7-08i}6.2); therefore, a direct public cannection ta SR 169 is being pursu�d. Vehicular access to the vacant site is proposed via a new channelized residential access cannectic►n to SR-169, which is located ap}araxim�tely 875 feet east of the Malasses Cre�ek development actess, appraximatety 233 feet west of the singie farr�ily c3riveway aecess to 1423� Nlaple Val1�y Nwy, and approximateiy 552 feet west af Pioneer Place at 145th Ave SE. The propased project is estimated to generate 321 new weetcday daily trips with 27 new trips c�ccurring during the weekday AM peak hour (S entering, 22 exiting�, and 32 new trips occurring cluring the weekday PM peak hour (21 entering, 1Q exiti�►g). The propased project also inclu�tes abandoning the farmer sirtg4e family drive�nray connection ap�rgximately 515 feet east of the Molasses Creek develQpment access. �"he spacing c�f new put�lic street c€�nnect€on and the exEsting single famiiy drivew�y to 14235 Ntaple Valley Hwy tfoe� r�c�t �eet the rninirnum sta�dard requirements+��330 feet of spacing between c�ther pubfic ar pr�uate connectic�ns to the state rc�ute,�r�a�:.�,f��� ����ve.�s a �es��t �€prckp��d e��ra�ic�n gracles. The coi(is3�n rate for the three-year period frc�m lanuary 1, 2012 tc� D�cember 31, 2t314 at the intersectFan of SR-1�9 and Mrafasses Cr�ek access vuas O.OtI cc�l3isit�ns per r�il{ion entering vehicles �MEV} and miilion veh'scle miles af travel �MWMj. Staff has compiete� a review of the subject request and f�nds the proposed access spacing deviatian request is approved, subject to the fflllc�win�canditions: Exhibit 2�t Renton City Hall • i 45S Sauth Grady Way • Renton,4t�ashington 98057 � rentanwa.�ov . .. � , _ 3.. Covenant: A cavenant woufid �ie required to be placed on the face c�f the plat to vacate the plats direct public access to SR 169 when a future ac�ess to a public road can be achieved either thraugh the existing NtoEasses Creek Condr�rnir€iums {parce! no. 55689tit300t?}raad netwark or uia a redevel��ment r�f the Malasses Crsek parcei. 2. Channeiizat'son: Public access f�om Eflic�t# Farms subdivisian to SR 1f9 would be requ'sred to provide channelization (right-in/right-out anly� from Raad B ta SR 7.69, subject to WSC1£�T appraval. P}ease contact me at �425j 43t}-7382 if you �tave any questic��rs. Sincer2ly, �.���� ��.� � � � Anrt Fowler ��, Civil Engsneer !! Encfosure:E1liott Earrns(SR-169�Qraft Channeiization Pfan(CH2) cc ftam'sn PazookE,L�cal Rgency&Develapment Serv9ces Martager WSDOT 7ennifer Henning,Pianning Diredar Vanessa Dolbee,Current Pianning Mar+ager Ciark Ciose,Sen3or Ptanner lennon#nvestments,lrsc.and Cedar River L':ghtfoat,inc./Owners Pa#rick 0.Lennon and Todd levitt/Applitsnfis Sonaudi,Gregary.Harrison,Knigfi�t,0'Fvieara,Thierry.Wrubie f�'arty{ies}af Recorc4 Fiie LUA15-�242,ECF,PP,SA H,MOR � EX R -�• -- •-� •�� r r �.� �r r � OWW O W OS3 _•� _•_ OR'3 �O WW OWU' OK.7. 06'3 _' —_ —•-• EX R��r — _•,_ —_ � '-'_ . o;= �� +�� T.23N.R.5E.W.M. +_� �__ �_� +W� ;W& OOW` O�V NUt n/ �/'] 4U` aD SW 1�VX /�U` 1�Ut OWJ q� �1�V SECTION (�i� pfU �W� AOW �rV W U . t fZ <y.l< <y.4. �m <=S �y.lyr,, Q� 1-� VIW �. � �. � N ��IV- Ifl. < �. � � �SE STA 20+00.00 � �^ � �b� �o f, �� �wm i �o� �o� 154TH STA 30+00.00 = � SR 188 STA 100+00.00 z a o �� �o o m o �e lo �o o e o SR 169 STq 94+65.47 = SR 169 M.P. 22.51 SR 169 N.P. 22.87 ..�o '� ' " ^o ^� " � EX EOP, TYP. . A �� EX EOP. TYP. N �� N � N� N� 1�/1 � m``_ O ___ '_ � N __--_ EX EDGE LINE. TYP. e ....__...._..__..__........_._�_ ._._.. ..__._.._...-----.. _._.._.._..._ _._ .___ - - --�--..._.-----.._ . _.___ _ _-_-__. / ,-----.___._.- _ � ---�"-J � - EX 20' SHOULDER - - - .. . . ._.__._._ . ,...-- -.------ - ... --'--�----..___..__. . _ _..._._.__...._.._.__�- ----'�._- . , ___ _� . .....---- ..__..__ EX B' SHLDR EX 6' SHIDR M� _ ___ —--�__-- -- ---- ---- — — _ _. _ --- BEGIN PROJECT ----- --- ----_ -----------,._.�___.�.._ --- -- �� � +�' SR 169 MP 22.56 ex ,r---- _ � _ -- — — -_ _-- a� Ex u• � SR 169 (SE RENTON MAPLE VALLEY ROAD) Q � � 5� 169 97+47.00 Ex �i'.� '-3 --� - -----�------ _ ' -- - - �- --� ----_ -- -� _�----- - N� Ex g• ios 57539 31.,E __._. � - ..-' --r .�m EX�a� � �/��w g� � 9a g� , fe E% 6' -�.� ...--- ---y��--_- . . _.. �S,_..... .. �-� os^ EX 6•.. i,,i J EX 8' -- ---- -- -- — --L_ __ EX e- ` « fi' . . . R� EX 6'"� �-- -� --- � �.� � ,1 EX C� i �m Ex �r SR 169-LINE �`-s }� _ � __ '�` . ___2 90'00'00'0 _ >> ^^ LJ__._. �2 . __ _,_ � � EX EDGE LINE. TYP. 90'0736"�� >> -� . �-- --- -- -- -- --- `- --. _.._.. --- -...._ U N EX 11' 2 FOC. TYP.-� WHITE EOCE UNE, TYP.� Q 8 Z , ��' TMP•� EX 11�� EX i t' EX EOP, iYP. _ __�-�_ � ��EX 11'_.�. : \ � ._..-.. _..--- _.._.. __..... � .5' SHLDR \ I . ........I R35' . R35' [�',SHIARi EX 8' SHLDR .. ._.._ ---.._..._. �,. EX 12' � Q 8' PLNTR I I . � I 6� PLNTR� � . .....---- - � S SWLK I ` , "_� ' � S' CWIK I-I � .. ____'_._ ` _._�-� . . - R35� . EX R/W E% R/W 15, _7 EX R/W j � � `----_«�_.� ___ __-_. _.. . . . i '�. A fJ � i � { W 1 ' 1 S' ,1 `v W�'',/ Z I / � t / � w3 � o— , �1J 41 �-___,.—.� ; Q � j � 3 3 ��z ( EX R/W.. ..._. .__ _... _^ �.._ f% R/W _� \ � � %�_ �. S R100' � U/\ 'T�_ \ ; N/ � j• . ' .. t1a � I °� 9 DESIGN DATA � - ��'� � TYPICAL ROADWAY SECTION A-A � R40' DESICN CRITERIA � SR 169 PU1T ACCESS , ��' �.. �! EX 45' � EX f 03' I FUNCTIONAL CLASS �URBAN-PRINCIPAL ARTERIAL (1) I't � z; R/W i R/W �� �i W � �5� � W NHS STATUS � NHS NON NHS � w� NEW 6' 0.5' CURB � � z � 2� W . � , _ � ACCE55 CONTROL � MANACEP. CLASS 3 (t) . I PLANTER NEW 5 I W '�j � Z ' yJ � W DESIGN VEHICLE � WB-87 SU-30 � I ASPHALT � c� < Q < c� NEW S' EX 67' � p ' � W y�`., 1 w o I SIDEWOIK SHOULDER I l I m �i g .r � �Z�, � _ � � � �.+ POSTED SPEED � 50 MPH 25 MPH �,... 0 g�1 _ _ EX 71' _ _ EX 11' _ E% 6'_.E% 6' _ EX i t' _I_ EX t t' EX B' _ �� ���r�� _ � �'�3+y� :� '�� ��l � W c c W o� DESIGN SPEED � SS MPH 25 MPH � ��' �� o-.i �m %\', � t & i THRU UNE THRU UNE TWLTL iWLTL THRU LANE THRU LANE ASPHALT -�� v�x�v ca m � � •a W`. �uc � J � n��� g; TERRAIN � LEVEL LEVEL � '�. i SHOUIDER �W +3 +�„�oi�om r i N o�o o� +W +� + ' '� 'I I I $z$'�' � c w co m m z c� TRUCK PERCENtAGE � 5.0% <1.0X �., ri � z�� lA ri z ao� ei m m F-m a-z � %J I � �m�v�w a W m �u �m a� W a �v�W N m X ��) �T APPLICABLE; CITY OF RENTON ROAOWAY. CURVE DATA BOX �� W I I I �.: r' ' " ' ' '~z � � �•w PI STA � � � R �TANGENT� l �X SUPER , O��O�J t F-t 1-1-< < <K <F� J O J Oi J _ . 1'p 1^p rC NOCK N�O N�Ny� NC� 'O bp m p� ' VI '1% r K 0�6'N W�W�� W�� W�W� W�F N R'EO K t0< SE �9+�7.32 12'39�2�� �0�.��� 22.�L� 2Z.�g� L•ROwN '�� t NOT TO SCAtF ���Y y O N O O IA Yf< N O VI U N Y VI Vf`1 VI N N tV 3 PAVEMENT MARKING NOTES , E% R/W � __ _+ ___�T� __ _r �_ __ __ __ �y _r _^ �% R/W O1 WH�TE 18-INCH STOP IJNE PER WSDOT STD. PUN M-24.60-04. � Q2 OOUBLE YELLOW CENTER (DYC) IJNE PER WSDOT STD. PLAN '��.. M-20.10-02. W i Z i 03 WHRE 8-Ff TRAFFIC LETTERS ("ONLY') PER WS�OT STD. PLANS ' M-80.10-01 AND N-80.30-00. i a i , END PROJECT � �y � QQ WHRE EOGE UNE PER WSDOT STD. PLAN M-20.10-02. N SR 169 MP ZL.7Z i Z V I O ��TE TYPE 2SR TRAfFIC ARROW PER WSDOT STD. PLANS � Q U M-24.40-02 ANO M-80.10-01. CENTER IN UNE AT STATION i EX EOP, na.� SR 169 105+93.64 � �a � SHOWN. EX E�GE LINE TYP. �' �� � Q YELLOW PRECAST CONCRETE DUAL FACE SLOPED MOUNTABLE _ _..__.----------------- ---_..-----'--'..___ _ .. _..___. ___.__.__._�_._.._-_ __.___._ CURB PER WSDOT SiD. PIAN F-10.84-03. -----._-'-- ...--.__._ _._.._.----.�.____..__. �_._ I . EX 8' SHLDR � EX 8' SHLDR M F O YELLOW PRECAST SLOPE MOUNTABLE CURB PER WSDOT STD. �5 60 �'.� EX 11'�-- EX 11' 0 W PLAN F-10.62-02. .__.. �. -- ---- _.,.- --- -`- ---' --.._. �---- -- 0 30 90 EX ti'�- SR �F)9 �SE RENTON MAPLE VALLEY ROAD) Ex ��• Q J O WHRE CROSSWALK UNES PER WSDOT STD. PLAN M-iS.10-O7. SCALE IN FEET ', 109EX 6' �?�- A �?� � 575'S9'S1'f ��� n �� � �� El( 6' N� � WHRE 24" NEICHT POST DELINEATOR (3' DIAM.) WITH 2 ROM/S ' EX 6'_ ' � ' ' ' ' ' U V • • • . � 8, p OF WHITE REPI,ECTNE TAPE. ��., EX 71'-� � SR �69-LINE � rWHITE DGE LINE, TYP. �_ Ex ��.� Z Q � YELLOW 4-INCH UNE, 70' O.C. '� — — . _ �fOC.._IYP.� � �. .— — -- n — J W 1� WH�TE TYPE 2l tRAfiIC ARROW PER WSUOT STD. PUN WSDOr NORTHWEST RE�/ON EX 11'-� � � ^ EX 11' �� EX 11' =W IA-24.20-02. CENTER IN UNE AT STATION SHOWN. ' EX 8' SHLDR � ^ � T 3� '��R 1 's- 5�� �� � wHnE W,oE UNE �,„E PER „�T �o. P�N ►,-20.,o-oz. A P P R O�E D C H A N N E L I Z A T/O N P L A N ; _---.-----._...__�.---- --- . �\ 6' PLNTR 6' PLNTR Q ------.-_-- -- -----�--------------_._.._._._..-- v EX EDGE uNE, TYP. TRAFFIC �EE/R�/AREA OPERATIONS EX EOP, TYP. � 'S' SWuc 5'ExsWCR� � ' ALE SDEWAII( RAOMPS SHALL MEET CURRENT ADA REQUIREMENTS Si gned �4�YSYa--�-- D a t s '�m-�G EX R/W?r� � -� r ~ �! !- �- TO THE MA%IMUM EXTENT FEASIBLE. ; ,� i 2. CHANNEUZATION TO BE INSTAILED PER CITY OF RENTON Prtnt �� ��� � � STANDARDS ANO SPECIFICATIONS, CURRENT EDITION. ' , DESIGN VARIANCES '° �� "'• ENGINEERINcyynt�y�Eg, � ,"', W N m Signed ���/�'Z,GL--_"-•-- Date .f.Y b ' �1 VARIANCE: ACCESS SPACING. DM 540.03 3 B 2.. NOVEMBER 2015 v�i�~�x`' �r°m' ( )( ) e�'�3x aO1o�-'c'� EX�libit Prtnt v �l�Irll: h�elY�J� i QZ JUSTIFICATION: CURB ON HIGH SPEED FACIUTY. DM 1230.03, NOVEMBER 207 S. �t o a��.. "`o 0 3H ' NNNu3 1�/IGv�lW FILE NAME I I I I�I ��,� SR 169 M.P. 22.56 TO 22J2 � TIME ; ; ; ; , � T E N W � �. � 10 WASH �5��....•.....,8� C H � � DESIGNED BY: ROlETfO �r�°`w"�%'�°� ELLIOTT FARMS PLAT � � � � �"� Transportation Engineering NorthWest j� 'k� � ENTERED BY: DUBREUIL/ROLETTO � � � � TransportallonPlanning� Design�Trafficimpact80perations ��;�����1� cJR 169 � 11400 SE Bth Sheet,Suite 200,Bellevue,WA 98004 +k. �,0 2 SH;E7 CHECKED BY: BICKET I I I I �M0' Office(425�889-6747 �"s:�s:�:.a� CHANNELIZATION PLAN oF PROJ. ENGR.: BICKET � � � � Project Contact:Gien DuBreuil ��NAI REGIONAL ADM. ( REYISION I DATE I BY � Phone:425-250-0582 '1•��'i6 RENTON/KING COUNTY JULY 2016 sr+eErs Drawer 236 Sequence 08