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Home My WebLink AboutLUA98-161 Vol 3 of 3 • 13 I i i KENSINGTON CREST CONDOMINIUMS _ �` , 4P NW 1/4 OF SECTION 21,TOWNSHIP 23 N.,RANGE 5 E,W.M. ? >': a.a RENTON,WASMNGTON P-100' ,_ �, 5 13759.U5•W 1011. _ }, ,. �� (il��r�j• \� Iv / iii(r_r__ lk _ „,„ may ,;,,, ,c f. \ —1,,,r►`,, 'l l 0. il� rneP�_ \\�\D , ° \' \ \NVICINiTY MAP '� v4_ - o\ \�s �� Rng sE N £W❑ a NO SCA E ��r 1. I/I• p �•►•�t•�!r i eV\ �,\ `lv r ' . \\ a x g \ ""ia i,/A111111 / 4Y ? ��(1.:. I . �Y j4a \�\ �, \\\\ m LEGAL DESCRIPTION: \ 00 �I .ge�� '•. W+�10k , r _ ��- �� Faison a Section 21.Township 23 N..Range 5 East Wham.MEE m 1.8 aqiii� 1 \}I ��WL p ,, �4`4yy[i'l a �_ \ amr.Washington.aacww as fo a.. ' 'i�X'4+;,. aI =��v1 4.9�] a /:it iat ' � L ` `•z-'/j/ ' \ \� BEG NNMO at a point an the Narlb Tone a aad ammo o da.n or IOW reel wort a UW Wea 4 t''• 111,{ 1 A Pllll 141-IN 'L '�\ �. ' ��— �� ~ �l ��.5a Cne al caamment lot W'n sod aac4an: \ 1'I'''I �� t L 1 t*V �I �117,1F v°� \ � ' 1��TT///�� \�,�� 1� Ell,�� ! u�r�P ////� � � THDieE smnheaaxeM 11x1 u fat u �nl awi�i soon a.a a xonn w.ar aaa a<man � 141111016,616, W/Mir .r.�,QQQL<��`�� /�� r •aasa0 i�� i —=- `� \��>- - �i J� ��/� I } y se ]BO lest weal or said Wert m I...lent n r 111 ` \ 1a TA �'� /`C ��f�ii��1 '` _ _ {� and Sfeet W[ A6id Teel to of point le mevcn a a wont fine or Government , ( I . if \ 1p "' ' �;: Lot W.0 P fine i8')s feet Southerly rue Northerly moron a Ed Bonney.Po. �1 it s�`'.``y a °<. I; � "7,`�11 r�J„��\ —� �/l\\1�� ; / -��'•'% Admu 2,ope w taw noon z oa m ama f7rele V ar won w a r.r9 n. 1 l b� y� "� a G 4 T� NSA _ ��o ❑ TxmcE sa a z3' Eart(swu w to'W Eml)paml.m.a a maryn. a..4` )�. !I n by �! t p - `�_ /fl ENC lSo /� III I�{�E ,�:!� r II '�jy � .Y�V '1 \\`MENCE Beau]T tY 10"Eart(Swu J2 M'W"Eart)pma6e N w tl morq n. ,r .AW,L,y\�s •�.•VIVN. ��r �� e t�' j e., \� A�- t `�/ / /7216.fi)IM b ue W�M moN n of u<GtY a SMtle Y r UbM P pe line n9n1 of-ray \\� o -1 ry Vi)1-7 ` ( I )�;7:�/// / a uWe u my sapm:ar the pasta Inters tion W; I \ 11V\Ati-t\� ��a* r/ O` 1 w�< (, // /�yi/,/, %'��TXENa spned in al`"ang.unt mupori a ue pmni a..meawn Wu uesauu.eYeM mary. \ .►W � �a r I ,,�a+�d, ,I �(�\ , %s / 0 A,6! INDEX OF SHEETS _ f Bonney.Power AVminseahon Rocky Reach Rope Valley No 1 wnamasan w• \ \ .. a �'\,. ii/i i r�/THENCE None 5Y 1) 0•Wert(North]2 ON 00 W.)a.w d mon n•520.)5 \ �:U'C / / /��'"/\. \ • "<V SEE\ 9WE+~ J'v1b i(l( i;;/' '% //� - /• , COVER SHEET THENCE Nana BE 23 b•Wert(North W 10'W Wat)song and margin, \kV:8.a' %. n 'I+"' .) fit+••""" (�( y'' ( L/' /I6KB.1B f<a to WHprums.M marynor Souunrt Rgal N a ora a aam<y<a.u<pro \�'0i"1� ✓�"�„3j�j A'�i1l1 \ �� \ x °zDpo�clnNOL PENTGI a Kemuna<rReartn9 Nwnber>spzo)aagY, ' •.`�� I� w 7 1 I et !fe Weaeny.ably said mmgm•.o point.hrtb bears]auu W']D•W Fart Imm /✓'��r . W� gea6 v $v � 6,` 111`ll'I \ f/ 3OPoZOMALCOMROLPUN�'"Z801tl nl�onanibeNOM 6�abn aan 6h beylestEanof 0'0-Eastgamerof , t:�l=p"i�il 6. a • ,� \ II` ( lI '�•tom. I 1 l 111 (CENTER PONfION)l O p o THENcc Nanbaor io'Ww<ri 1. esee palman ue Nannlineof ' 111 C I .%'ii," ,e A♦* \\;`\ l' �' \ s x°mm eD Pu 3 'NIEC 21. I Ap '� i�° ��.inr�s/�/j1 �.,.. V1� ,� \�\ t �� \\• ; r�,,,z = THENCE EaaLeM.along Maio North lino,10uss feet a lox TRUE POINT of BEGINNING 1\ '1�,p�.\ �' .,„ ♦ 47, t ` ,- „), J� \`��,., \:.l\ ` (xDRrx P XrioN�VO �� ,� 'i• �- a++' \ \�`)x,� s STANDARD NOTE AND Raab moss SECTIONS Si E•'W d TWEmw mu the lono.In9 aewre.a moral �,, �\,\�1\\�� '.# Y/�r1-*?It@!...>� ,A i 0 '^cJ%rz� �\ \\ �;.' iei Z5 \ Il , {LL ", �,.\� J r' 6 D STOP.DRAINAGE PLAN U R: amlNnxc a a Point a the Wert me a.aye s1a.n a a,.,lonce m 1zss.Yo f<n sauu f J�'`^\ J \\ •\ ✓' I �`,'�� a .ice .1 �' sa,,'\� \, \A', ROADWA aAND STORM - rmnh.e,t comer ueaor; \C C\ ` ��'>• /1�, vi' .��.:�.�� ay„>k� f �Aa a...yyyy '\•� \ \ \\\\\,,.._- _-_'---- \�" \\�\\\ ) RawWAY ANO SroPN DRAINAGE PUN HE THENCE Sault comer 50'ere 30'East 990 feet a the Southerly moron a sad SOIMeat Royal ,, \ . \. },-n. �_.�� 407,..'1 }, 1i •, h \\r' ''�\\\ ��\ �\.�..,\,s (CE TER PORTON) - u m His Dore and ue TRUE POSIT OF BEGINNING: hi��\..�>• �' �""► ,f �• •) ,`� \\,,,,,,,\,::� \ \,:: ` ��i •\ � rpm::.f e� vv. .^�dA"+ • \�� .. . THENCE mminum9 So.x•5{•a°•E.55 lea.the Southerly mars n a Bonneville III; ._`� ' =f-/ .+W� /"..-' .,s „ e ti M �' ��\ Q; :--�.� 6 Poser AdmnalmUon pocky Peach Yap.Valley No 1 V 1 " ! k�(,� MEW 0 0 STOMA DRAINAGE PLAN ��ll, \� V9ra a• !/�I ��i ,4 s� Meet ,„,,,,1�, iNDMH"P ixe+c�North SE zY W Ea4 moos said margn,e]D iml'm u1 Inv, ma in a i `cY �l, ��5; ,�Q�a'/r a\ \:'?i'i3,1�.r 11"', \-. 9 wDNc AND Se D66, G° 91 mod Uuxart F.... re \\I1 i r--/�`.,,,,,,A‘. vs;,.......-, - -!..,,,' -.1�;!!� • ��YS^ �� -aF . \..`--- \.\:e::it l�1,\\_— Y MF,LL TD LEDM RrvFR$NGE P1An E THENCE Westerly and Southerly,along mid margn•to the TRUE POINT OF BEGINNING = �Q 1 O I \ 1 i' ,. '' �� % I� ` -'\�� \ \�,,,;,,11 �,.��\ I AND MORRI/DRAINAGE PROFILE BENCHMARK' Ili,i,, }�—x" - Fe lx,! 1, ,, � .� `•\�� , ,)5 • m a e` / i � " >tiyAl� `< (va1`.'-.��I.' \� ,'��CBr�� _•\ \\ ° ROAD srA°,00 To srA ID �. ill 1Y 1 cm of RENTOx 6w TOP of A Bross I _.ype_• \. \ �.� ROL ro M 1 l �''/ ;!1 � � � 11 Nayx D srppu DRuIMAGE PROmF D SK YKETE Eii°Nwu.D•fs7r MANK nc THEE 27 % J �A cron DR sra o,)s ro END 3s CORNm OF SECPOx xf.rowx$Nw 23 NORM "�J ec1 .119f4 y VR `,3 .•••41 ►1 .I —_-e',-a. """�� 6 \�\.:^ .\ OF THE WI.AMIE YERONN % F, il, 1 � � y o+ �a^..' TiS 1 I \ \\\? '�., • 5 EIEVANON: EG31 ASSUMED DATUY 6)1 �j 1101411.144yd / 4 p„• \F '-_.� x �1 i .r• .•,�,1� \ ��v'' 1R ROAD AND STORM DRuxAGE PROFILE NANO 1, �.•.:V i`f'��-7,.!ft�'" Tea xoy I\\\\\\':` ,IInk,s"" v 088.08 CM° TDN NAw 1aa6 I I' a � .ice -Y'z u.: d63 _ T _� \ \\� \�1..,i„�:':, I PROLE f Tr"Wicitirrit� ♦.�'} \ \ !v\ Il� ��41, :..++�� \ - , n :\so ' (RRo ms:�a oirE _ ._, — )NPOFYONUNEM N AT PoIMFNRrEOF •�� qIWi +� �-'l �� ''�"-"-.,�4�� ' / i�\\�'\` WI]T.2U'1CT366 LTHFROY°1NNE sOMHWESTOCOPNFA20F- \r\ \ ` II '1 II1 I si)L 4.\ �t <` F y \ - A (ROAM B.D )aWa �7i�.y SrOPµoDrNGEPROFILE - - 8 YdR SITE ELEVATION 3<6.00. \\ ,\ \ IIII 'I1/0, ♦ \ \�. 7 S - rp ,4 1 \' \ En, 15 D.STORY DRAINAGE PROFT m `hip i 3)TOP OF 'E PmG Yrgera WCA9m AT THE Par 1\''''N\ 11 II I' \'� ((() h \ � - 11. 1l1 � \ 'rJze�` �OAM�E.AUET z A40 I13EY J)U _'f I �: YO1„1 • i^>� 16 Ron AND STORM DRAINAGE PROFILE•N OF NRVE ASOUTHGST EE F HILLS E SO HWEST ORNERfff \ S5010'21•E/ST.B)1.1N iEET FRON ME SWMWESt CORNER �, p`"� �OF THE SITE EIEVATIO 29M.3B. V T� \\\ ,y' � \: on�, —=.— . RD�S G H. 9D a)x ..: �� _ \ '� �\ O 1) RaN mSTOP.DRAINAGE PROFILEHORIZONTAL DATUM' (• ] � \ \ ` sYD GENo ss Rao)\'`�1' f \ Imo.! �\ ��., f1e sroPu DRaxAGE vAYLr/1 - TPUENOHTNBASmFOSIIIONWGGPS) ;•��A \ i /�� / \ +�A ? ' ( 19 STORY DRuw,GE VAULT 1zNNUueERT .ANGLE OF 1 STATE.25" zorr coocros .A \\� �)III \ ' ` \\\ F \ �f�.+ S CO m ENCE ANLTE OF 1xW0'x535"COUNIFRLIMKXISE WAS - \ I 4 �� \ ^'BNSS Dm(w CONCRETE.ENCASm,FOUND \ 111 //-� 20 RaD AND MANML DETAILSkMMKINc MES°Uss t CaiNE'i°F SECTION x1.TOWNSHIP2] 1\,'�� ) �/'�I' \ - ��- \ S S RANGE 5 FAST GA THE WIWNETI1 00000 74 6 `�I 1 l \� BA2RSE OF ME CHID COOK FACTOR OF 1°WN GROUND WAS I I /�/ / 1 1 \ ApPFOVed 8 APPLIED TO 1HE GRID CMRDN41E5 FOR SHOWN GROUNp DISTANCE. // /I��/ �1 "r1 \ \\�.`\ . c o g VERTICAL DATUM: I 1 �lo car,a+renaD 1 \ \ doG. 1 \,� K-'_ Du1 OPENLEpffCHM N cNOlrvrFq,n o (INAw ED.)CON9ERSgNlOSTMfEET i0 SXOWN°FIEVATKINS i) (( fitik\N\dliw f 6 T 2936KENNEWCK PIACmE N.E. GEOExaxFERS UE N E� \ '. \ R94,1 WA 96056 WA 9BOs2N.ro az PRER m uswc aw sa wrvu wmx- I �' 'i \1 Z) \\ -. o \ �—. cyulig m "Eliu)°xo ` g g . T E OM OF RENTON EGIMES THE PROJECT AS-BUILT / � ••,1Itiai �� i \\ \ �. O \ (<u xJs-o)u-RpcER wx �azs)96i- FAY gNO ELEVATION CORRECTION. lI "' 1 �� \\ = &RCXWSEN CONSULIWE MINCERS,NC. B Q GROUP z Ilrl\-y\\ - -=.=: q Q - _ ENE wp sD AVENUE SOUTH LEGEND: " fir Q` W' (iuI zs,BDu 02 DESIGN THIRD AVENUE SUE)]D 27 111 ' � _— \ 6zzz sESiTIE WA va1O1' 6 \\ � u 261-e762 FAX EAT .WABegs COSTING STORY DRAIN.E UNE �� I�4�JI��I •/L ` I� �1c (x06)fi12-e]O2 FNI �� CENTRE WiNIE SURhTNG.INC. pESGNAPF AR R PROPOSED STORY ORNaGE LINE 6 \��( //* 1(� \"ax' �' �I P.O.BON N16 TMO TRW.BIX ss \� dL �� 11�i � ��' ` Q 3fEDERAL WAY,WA 96050UIX 43 E 1°2 AVENUE N.E PROPOSED WAR!SEWER TINE _ ^•. ''`•� \� �// (( )) _ ELL E.YosBNG SANITARY SEWER SYSTEM --- �_Sr.DERIMIEM OF 0.40011.1.REGORGES FOR F.OVING MD 1/4 r'18'E 0611111. IA I // (25J)661-)]19 FAX �2 8)2112�FAX asi aISTNc WATFANYN YOSm p EU. IFPUCCIIOHS WMST SE BY CONSITUCTION M A ` 1GJ3 P.J21 a L'--�i1 / N z EDGE o EDGE SLOPE P REG RESOUOBE. �SSEEv'VCOTM AA➢PLYATO F RSA.ONE OXUu xR \\ R :-s ` I/I// CITY OF RENTON RMY FEU S Q DEPARTMENT OF PUBLIC WORKS UNJTY CONFLICT wYEN sn. ....I.15D NPw WLLP E oW-T 51.T G LL r(e) -,1e°. roTHE CONTNETOR SHALL TE RESPO..FOR VEER..LOCATION. AI CALL BEFORE YOU DIG O S� AY ANDpn crew Condominiums 8 PIEUC LAND_ CAUTION �� a a.AN, COVER SHEET P.O.BON EDE ES Era INCLUDE CAL.MUTE LOCATE 0 1-810-021ESSO AND T.POT10.0 ROADW STORM DRAINAGE PLANS Z / ma m0 PP. PROPOSED cavcRETE I °'"`T"usor'DESTEED GEL BE REPLACE BY A 06R2GRa'mmR.AIDi°m'DE'�r A9FEl.WHETER OR NOT 1-800-424-5555 °rcis;iavO a`p EWE RE"' Sy a - PROPOSED ROCKERY dI[{"JOtJCt APPROPRIATE.16 Rcsodm�n of TM REPLACEMENT OF SAID YOMwE0TAT0X SELL00. BE THE rvE W .INC.TO RESOLVE ALL vaoBUMs 0o. To PR¢vmlic NMI EXPIRES C�\ rAIA r+1t AS xmm fey®ax Ate W P PAVEYFM;IOW MOON I E 2/5/02 1 a,„„•wa„,,a, ooe 1 o.P 20 0 • • r E SECTION 21,TWP.23 N,RGE.5 E,WM 3 111 i 1 Lam_ 1 11 N N R'•e••9 _---_. ___._./-IXA 6ON2 SM a_ \ -_____--__ ! / \\\\\ -___ • ZV 1 EIENUNE EASEMENT le'llii I @ O..I Y i . `yes rn Ro•,a 1. . ...e..KEYMAP / = D 1 DD1112�� - RONNEy, W; \� PDW�4DNIN152fgnON EISEyEIyI c 1 �\ \ EDGE OF RECREATIONAL Z t 1 \ FMEIIEM • ' \\ a 1 a ' Z -g - x EMERGENCYACESS-- � sZcn2]E SO i rs9zs 8 / U(:4 1E 1 R=lad oo - nk 1 o• C 9I AMMO COFRIOR 3.5D0 SF.R IOWNIIOUSE UN.: i • _r• i P. An ED INIFRIOR= S.F. / •6 'N‘. 1,172.6'42' ; 1CI s 9 •.(• a BaseTo er R=316.94 b • 561611'xfi•E - �q gregC S .i \ O T wer 28/21 Base s4 Ny < I t CC To er 120/4 c \ 1,20S BoTooeer 16/4 f7 Bo e ^yy: $ 1- R.530010 74#4.‹.4.... R=ss+.W932/2 ,f W"f Pn'v Di-No.2 D-2DDz'm' • P-20.08• � � 4 \O I• 1V i\, �u '9I, ri*Li SE. 1� '�'-] 'a9'E I€ • I�� " =s HMO P= • QO 10.25. `` \M\�\\ \ \ �oa• \ 7 a.? 8 ac g _-_ f1y95 �..)' _ p Pro O. .� `� a�A Q� T62 sad`' \ �...4 _ �+ ....5•... "d• C �tr♦ sa' s ll. 2N - WEW 15'NOE PIIBLK _ _ e-rs� , 8 •Oq ■ �� ]46 q � ATDdME F/SENEM---__ ODD r. 22 6'Oz'ODw \ .. • �' C a / \ 1 SDU1N EDGE OF SFATTIE, *Ili* AA s4�_ '. II \0.)\ \\\- _ — _ El P n CITY LIGHT EASEMENT \� H� •�I I • - Z. % l\\ �0 2625 sa.1E \ \\ \ / �i oo Approved Dot. ' �% �_.,A 1.,P s'' 11 �349 5Q�1• ! • .t155. \\ \\\ \\ / R N'S14 • ' ��" 2� o.xs•s3'11• \ \ A. \ D iD oEruvs rlvEuxE couv / • tl1 �\ ' P=b0.00 \ \ -NEW W.I. 25' TO BE DE01 � z ltl� n 4656 s4�1. \• \ ',EC. \4\� \\\/WnE\ftI��S,u�w us°F�°PEN LINE vEC NNO.5>J99e. E"` 25ss awuEWt�dYaf TItE xE NG `Si/ nqy� .te.sR'+e - \\ \ / Zr/ a1 (425j i]5^O>HB°58 m�•.]\WoI Ii �Y Rs� �. • '` __(I / ��s�N ( )x35-ts9.FAx _ . ^.� ORM EDGE OF BONNEVILLE POWER ///]]]��\ m• '% >� e ` \ _PDMINIS]M110N EASEMENT \ / \ \� D N •:)eb 215 MO AVENUE 5001N py: V,8 `j \ `/\ \ • ENT.WA 96032 .4IIMc ExcME x z �� \ �'_ � \ \ (.xs)z51-6]6z FAX N . _ -- _pw - e __ �`\ \\ \ of R CITY OF R P aON w 4 m C OF WORKS g 2 �� \ Y "�E�x w.MOPE D .` \\\ © • off• ° HORIZONTAL CONTROL PLAN z 1 �. a1ERwINSURVEY URVEIING \ sla3D'31•E lns.91' \ ly 3�`' (SOUTH PORTION) • \�\ • \\ 4 0 1r Kerwmolon Crest condominiums CO , 6 1 \ Ell z5'W.11FA F/SENEM PER \ gflReOe�tea 1 �® D�rAr OM 6/6/200 Bern 7 RECI ysox110614 iD DE RELNONL2D rstE. �f - z ; \\ 8Y iIIY OF RENfON PREsf L E/00 boom hA e.•.�.ems.,..o.w - r_2 2- W � E z/s/a: DFP2� 2. m • • SECTION 21,TWP.23 N.,RGE.5 E,W.M.r— A - $— a N S�� d a a. 5 • O O CITY GMGFSMEN A. %/ O ' \\ • 1, vorili O s` j �. 'A /it \\ KEx MAR R a ��i `V Q1 NE1Y GSFl1ENT TO BE DEDICATED TO arum PIPELINE COMPANY .� • � �-c y51 - -�� ,,,,\CON C 25'FACH SOE OF PWEIJNE l5 SNOWN. EW F/SFMENf '•"• a�� , m.Q WILL REFACE IXISIWO FAS6MEM PER Rm NO.5]}1990. . p�/�/ z ��i 20 _ U g EK 25'WA.EASEMENT PLR ��'• p//' �/ / - to r i,— \..ry4 Ao'll.aUNE]ABLE 4 REc/ee0xtt0611 TO BE REIJNgnSxm �,,,, '__' LINE LENGTH BEARING BT CI1Y OF RENION _ \\��= q\\ L1 18.20 N)9'48'04-E Q �163.)6 //� L2 4.00 N20'44.42"W H=11'10'4)" .�aQ I,, ,L\•�z , EDGE OF 40[SLOPE LOGRON iii y L3 8.13 N2)'31'S5"W A}00./•� (J.O LFNiIXP�01NIUSURh1rNNG N L4 21.)4 502'SJY 4"W • CURVE TABLE �'• 1Y AI � A mY.�1�." \\ CURVE LENGTH RADIUS ... .' .%1".">/ lila *it' ... /��.A%f/e %It Q\ ^\ „Ns CI 15.59 5000 `•'•'•'I''sF"�1�/�` \ • g \ S3 • CDI \. �. C2 8.]3 50 00 11 /��C \ ��g19\O $lC3 20.91 50.00 w z ''�r `� t'`' �►► aktali N6 / \ 1,:s.o,..s .,-, C4 2 20 35.00 k,, ihie,, . W. -:.V:1100,-- Iii, \ .. 1 0. E. / 'i 474ir-' *1.11‘,/, \--,,. 4.,.. ,.. ‘, ....., ear\ ,, ,,,.,,,k__ , , \,\_,.:k,, \1,. ,,,,,,,,,.„.:,,,\ , ,...,,,\ , „,, It** ''-'6,.. , .... ..._s_._;,,. ..---- ..... , - . N. wiloh,\\ .,,,,,..___,..),,,,, .,., 1.\it/ it, ...401,111" ,\V iv, it % stit" e; `yt .4:4;111111111111. y a ` �9 $ .9q' t� 30 ' , g� \ ,,,. /� s• j 9t / . • o p 1 /1................. ., . elf ..,. _ - jig : - Ir". -.2. . .i- 1111 ' , 11111 g b S g NORM EDGE OF BONNEVILLE / ,�=— W'IW fib ilitile 1 Y POWER ADMIN smAnON mama� //' --� giv \ ( aa EC @p `�•' �o . NEW 15• DE PUBLIC �- rve1 irliw a ki O .i 8 d $ 6 $ C WATERLINE EASEMENT I \ 1 o :.,, TCNEsgi2 -- � � =� 28.. _re I 8 oAQ 1•` — S. 0.8202 SA NORTH EDGE OF BONNEVILI£ la sxmow LDr uxF cNNENt. •�; ��.Bo wEx ADUIxlmunoN EASEMENT ROGER\� °zN"iE6A'K'a�YuAEwCOia wcc xE P1'G, S� Aiuiu u SHADORW LOT AREA FOR TOWNNOUSE UNns • q=ZBOIO'z)' 9z \ rACHED ETTE ODOR=2.500 SF. - . 25 i35-0)H m Z AnMHm INI■11 .z,MO SF \•` W EH t5'WOE PUBLIC �� 4 ;235-1394 FA% WAIEPLINE EASEMENT EBGIMEEH: x •� 8215 72ND AVENUE SOUTH / u •`• `T `ENf.WA 98032 LKA,Nc FNg1NE e2 >: z �. - OGE DF RECPEAnONLL ` (25)251-6222 w M E�SEt. NEC.N0.8)0e,Dmo4 `� (425)251-e7e2 FAX CV _ N. `�_ fTY OF RP BON L z-co oEF•.A WORKS I, O.ARMS HORIZONTAL CONTROL PLAN p NORTH A (CENTER PORTION) z CAGE OF PLAYGROUND n n _ -__ EASEMENT.NEC.NO.8399529 Approved ' x Kenai�man Crest Condominiums �1 ,., a/b/z000 O z __�� onb EXPIRES NI N,w ecuF t=a rmaooG_ PACE ul I F 2/5/09 I ��o,.k..., WwT 3 aP20 O m I- , SECTION 21,TWP.23N,RGE5E,WM. I i =4F V) to • , 5 6459'0.01 W 1014.84' .\ , -••�O��Oi//�/ EIUSIiNL IS'WIDE S6VIIM!...BENT .. - a \ TORE E.g..(REG NO.66021 en) .-'T '1I \� x - �\ \^ Oi0%//O/%O//O p/1 � .„,„ \ \\,, 99. NEW 5'WIOE PyBt1C :;.• J E "�'Y e .. \ WATERLINE ENT .._(9---..-.- __ 5-.. T 0 CL g r., cali \ 4 LLL,LLZLLL In .11 \\, ' \ j,_ L 1 • �ti .!%� � �1�71 �/ !• )'+\ \ k O x KFlu�ar \ _ _ �lylli ��d. -� � i e m.. iffkirmikiI t _ v�.� �\ `\\ �I1 ,,,.\ ii \ ', \ we ,,I8g ''I _ ! ! \ 'I\ v) I TOP OF SLOPE LOCATION vm Em.Ps 11. ,',,,\ i 4 \\11 PER EILID sURhY ar OF ' 1 111111tr \ CENTERPD9R ER.. maERsaort suRlEWHG / \�„ ,......, , �, C I-)C 3g 14C �✓'•'-• I ,.,,z .. a, .....* isi-E,y,unili iiiii as .,....i LA- ikr, c�x \ 1 1 n,6. lie��Z I8r / - „a 1 �'1 ��i'��Ni.%� \ / �! ! 4 coci v , \ r ./.-.'N.. :0 i --10, -.-- - ..-- *04% '..• cel.----*W-__--a ,---<-::::- S� \ TINE TABLE i 3 K g / \\ ,`•, `•.�` /J ` \ ' „Oil"./ \ / UNE LENGTH J9 N2GBiRrazw R p - - / S+ \ y \ ` 5'WOE PUBUL litilli ,%Pd/\Ori.,5. 9 L2 26 JO N89'20'ab"E F L3 11494 N231J'Szw E�S. �• \ / \ LWE G9ENEM 1 j/1 16 a, / � L6 6B.)6 501'20'])w 7 Ls 49.14 rv16 •e3w \\ ,,�� `,` •\- Ask ' \� / ._. fi 06.41 N56'S!'a1"E \ gEgg NW /�N ��2I•S 2` _�� - /� / CURVE CUR.LENGTH RADIUS1.8 .2 52413•16-E € /\l\\ L6 66.43 O 51'a0w uCI 4i // \ , �, Pr9F'• \ 1 ��/ }/ 5•' C2 557 57.50 p 27.10 574'45'29"E 22 3 a /( ) t / \ ',pNP 8. i 0 3n 4250 Lt, B�)0s NOs•]fi•Itw / •� \ f', / 1I s� C! 1W)6 ag00 LI2 1w 36 5))'n•uw 'K a / P50.uFASEHFM21697 \ / •'�a ....Olga / S ' CS tal.6a 201.00 L13 _ 342.03 Ntr!>•29w 2 ¢'e W / / / A^' F / l ,/--i �' _C6 216.50 2)2.00 o L> 1)2.50 585.00 Approved 2.00 4 o ' <)R // �•^ I NOM NO. UNIIS LOT AREA LOT AREA LOT AREA EFFECTIVE L9 96.96 100.00 BA my ��00 I �PWH NfA i1SfW / _ 1,6Ws1/UNrt PROVIDED AUfl' LOT MG C10 61.)2 I11.3> 'E / N O".'rlA S15999 j�\_I/ // /)1 • •� 31 6 10.600 SF 13.709 SF - - C11 a6.2! 96733 F ��ppR6-�9EF�` // / 32 B 11A00 SF 14.)sz sF - - n� 133..s �s ss - DFMa GHA(� �' `v^ ski/ u ! )aao sE u.996 SF - - cta u.>z 55.00 _ P.M.,9 o+NEw�a PSRll°iAc°5E N.E. q• , S a f�' I Et a / / 34 a )across 1n,5u SF - - L16 24.39 50.a �a°zs;"uWs-Ao1i.°°i°° mP `y W,9Y x / / 35 )100 sF 19.203 sF - - C'> 15.9) s>.50_ 39!FAx O i/�,�,,�.,'I / 36 B 1l,I00 SF 18,509 SF - - 6 iBR15)zND AKNUE SOUTH E h\ � ]I B N.lW SF 19A15 SF - = ENT.WA 96032 :�<AH0 / IO z / �' //1/ - JB B 1!,l00 SF 1],1N SF - (425)251-6222 EHGOA, (a25)25t-6)62 FAX N 4d / I 39 ! )a00 SF 9,466 SF - - RCII ENT OP P TON g LLA". / �'•/ i��' a0 ! ]a00 Si 9,430 SG - - pEPAWORKS / -190 1` �• 11,a00 SF 19.046 SF - - !2 B 14.900 SF IR.O3 SF - - HORIZONTAL CONTROL PLAN p C k / - 43 fi 10.B 3 S 10.212 SF - - �'�// 1, (NORTH PORTION) Z !! s 1o,eoo u 10a12 SF - - (� NeOBIwmR Crest cBNawRmwm6 O OF!o. !s B u,a9D SF n,>n SG - - P3/Bsrt o _ -DAR PL6/2Dw new -) •• fes/OHAL fW6��p oea, Ru Buy. _ _ WM Am W I EXPPE9 2/5/02 -I Aa a> BEET '4-„., 20 U m • • • • me mia%GRy r Raritan stanmrd Hart appy ta u.KWWi to Lresl CmaWni T.4 e STORMWATER DRAINAGE NOTES FEw. ne wnDaMm Ma krov uero etaMard part a NT..iu ue avvwroa wrtw Dw SECTION 21,TRAP.23 N.,RGE.5 E.,W.M. plain. I- tlY 9 I. BEFORE ANY OTETRUCTIOX OR DEVELOP*.ACTIVITY OG.5.A%E-CESTR CTICN Standard Plan Pap Stan..Plan T. W-BENS GUARD RAIL I- i M MEETING MST C Mlp MM TE CITY OF RENTON DEVEL.ENT SERVICES DIVISION, .4 Sip Pipe MMar DMA STA 404E15 TO MIRO I IA '� PLAN flEYtfl M0.1ECT YANAGA BOtf >.5' 2' RIGHT SIDE P WREN _ W12 CMCM1 Bann Tyyppee 1 1 SM.PLANS CER WS -_ _ - (n 2 ALL CONSTRUCTION SMALL BE IN AC ROANCE DTH THE LATEST EDITION OF TE•STAMARL 4 2:2 Bvyn Type 1L " - (n SPECIFICATIONS FOR ROM EWES AND MUNICIPAL Cd6TRUCm-PRP.D BY I.S.D.O.T. 5 THICK CEMENT CONCRETE ^ AM..RICAN MEW VOWS AAOCIATIO S(AAA).AS MOOED BY THE CITY OF 8020 SOMd IttFiny Coven 5 REM. 20.1 Catch Basin Frame and Grab DR. - ]02 CaB027. tch Basin Frame and Grab Detaih Inch ASPCHALT CONCRETE AVEMEM B• a B0 a. 3. TIE STORM DRAINAGE SW.STALL BE GUST..ACCORDING TO THE APPROVED ATION FROM 80291 ibw R<MnCatch Bas�cto/W PoOuOon CvnholBTee Two 2'0.5PWALT TREATED BASE 0- THE APPROVE➢PWS TIPUNS WICH AFE ON LL REWI MITTEN APPROVAL FROM TE VITT TE CTY OF.TON ANY.EICITY OF PENTON Bow Pivo.o Shear Cole Detail 2x CEMENT CONCRETE OEVROPIETRL SERVICES DIVISION BDM N Ii n Manhole Deal. -- - _- 1/2'COMPACED DEPTH CRUSHED ROCK SURFACNG TOP COURSE ROLLED CURB .0 Overflow Structure ALTFRWIE.- O 1. tsar,OF LHESE APPROVED PUNT YUSL BE W THE JOB SIZE W1ETEyER CONSTRUCTION BD. Beveled End.Mona •ATB d 1/2'COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COORS Z 2 IS IN PROGE55. BOO Dehaa Bonier-I ADDRIOM L TREATMENT MAT BE RWURED DEPENDING ON SOILS CONDITIONS Q O 3 5. DATUM SHALL BE U.S.CS YNESS OTHERWISE APPROVED BY CITY OF IE)ITONE REFERENCE B063 CamPaceonl Poa%+aaaag9a/akr�Il"°raI P,pe Ananer ALaemby CO .- BEMRAM AM ELEVATION AIE NOTED W THE FLANS BO6) mlkrkFG�9 Fmw Ovtal MAfO@gTON PL BE STA 5400-BTA DI50 R'COMPACTED DEPTH CUSS'B' ROAD•A'STA MOO-STA SHOO DFJ ,Eq 000 oo CURB R A �rTTUU4TTiSIRIr4IAWIAFTC Y1?Ri BF SAF4c OffRILY MAI67-7 CtFI.L-''AIOI E rc17.'n 1 n noel.entc4an T.Type C 1 ASPHALT TNTGREATED BASE ENG D OUTER 28'DRIVEWAY SECTION ��.7.' '''''''''D • �ry 051515ICTIW IS CDRLEifl AM 1NE PoTEXiIAL FOLV OH-SIZE EROSION HAS PAS. 80691 filter Fabric Fence Inlet Barran Z WC -. BWO Sediment Trap 1/2•COMPACTED DEPTH CRUSHED ROW SURFACING TOP COURSE NOT To SCALE V ). ALL RETEHiION,DETEMIW CONSTRUCTI WSL IV It6TALtID AID IN OPERATION PRIOR iO OR BO]i Sanitary Hilary Frame and M Cover ALTERNCTE.- - O N CON ENT S0 YIM L COHSTM CiID ACTIVITY USE O FAWISE PPRO D BY E BO]I -ROn Frame antl B ♦I/2'COMPACTED O H CRUSHED ROCK SURFACING BASE COURSE Q OEVELWYEtiT SEfRVi[ES DIVISION BD]6 8-Inch m 8-incM1 ClevnM MDMONAL TREATMENT MAT BE REODRED DEPENDING ON SOILS CONDITIONS r= V B97I Pipe Betldinq raT Sanitaryry Serer B. GRASS SEED MAY 1..1113,BY MOROSEEDING TIE CRASS SEED MIXTURE,ODEN THAN B070 Standard Side Serer Nal°llabOn • 4 Z p - CITY Of RENTON APPROVED STANDARD MIXES,PULL BE SUBMITTED BY A LANDSCAPE BM Typical E1=9 Sewer-E.:,Serer ta Building Connection DRIVEWAY SECTION(ALLEY) ARCHITECT AND APPROVED BY THE DEVELWMENT SERVICES DIVISION. BpB3 ALr real Table nor Sewer Ymna Q Q >< BOBS Conrnb Bloctl��Iq Sil,nq nrceetluro O A ALL PIPE AM APP1NipANI]:S SMALL BE LAID ON A PROPERLY FPFPAAE FOUNDATION IN BBOW 12-Inch OMe VaM nab f0n NOT TO SCALE 10 op. • Q CWMANCE WIM SECTION)-02 J(1 OL liE CU QNT STALE OF WA911NGi0N STA19A0 09J 12-1.Gala Va..Bypcaa SPECIFICATION FOR ROAD AM MIDGE CWSTRJCTIGL THIS MALL INOLLOE fECE55MY 8095 2-Inch Err and Vacuum Release VONe Assembly LEVELING OF TIE ERE.BOTTOM OF THE TOP OF RE FOUNDATION WIERT.AS WELL 8097 auclu Valve 2A o2% W TUT.AND E.GTI W OF REWIRED WILL BE S MATERIAL TO LUNIF R GRADE 8090 Stmtlatl PRV embl Ste Plan --- - Z I SO TUT ilE ENTIRE IEMiN OF TIE PIPE WILL BE SUPPORTED ON A UNIFORMLY.SE B090.1 1 Pressure ODW AmmBly and FDC - - U TELLING BASE ALL PIPE BEDDING SMALL BE AAA CLASS•C•WITH TE EXCEPTION OF 8099.1 1--inch Detector Double Check VaNe Assembly 21 M1T 5•THICK CEMENT CONCRETE C PIPE ALL TRENCH SACKFUL SHALL BE COMPACTED TO MINION*95 PERCENT FOR 8101 Double CM1eck Valve Assembly PAVEMENT WIDTH • 1 R 2� 3. SIDEWALK PER KCRS 3-001 Tr PAVEMENT AND STRUCNULL FILL AND 90 PERCENT OTHERWISE PER ASTM P155)-)0. PEA B102 Rw Hydrant Assemby Detail 1•R 002 FT/FT GRAVEL BEGGING SHALL BE 6 INCHES OVER AM UNDER PVC PIPE 0I05 Permanent 2-Inch Blow-pill Aamnby lain. 1 G BR101,2 1 /anInch PM 2-Inch Water Assent. OvtaR .11 2•COMPACTED�EPR CUSS'B' 10. GALVANIZED STEEL PIPE AM ALWIXIZED STEEL Walt ALL DRAINAGE FACILITIES SHALL OBI Enwtled Curd ASPHALT CONCR E.PAVEMENT 2'COMPACTED DEPTH E S'B' RAVE ASPHALT tREATYEM 11 OR BETTER IlS10E AM WiSEDE 5.1 Cement Concrete Sdewcik and Approach PetvOa - 2'ASPHALT TREATED RASE - ,. ASPHLLT CONCRETE PAVER. GGEMENT ELLED CON fD05.2 Cemenl Concrt[a Sdewalk antl Approach Detvib - 2"ASPHALT TREATED EWE I 11. TIRIES SHALL MT BE PERMITTED WITHIN 10 FEET OF TIE SPRING LIRE OF ME STORM DAINAGE PIPE GR 15 FEET FROM THE TOP OF ANY CHAN.BM.12. ALL CATCH BASIN CRATES SHALL BE DEPRESSED 0 10 FEET BELOW PA..LEVEL Hai RemovableWr men Bollard MEMO.TREATMENT WY BE REWIRED DEPENDING ON SOILS CONDITIONS ATO 4 lit COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE Fy V 1 CUT ROAD CROSSINGS TROUGH EXISTING PUBLIC RICK-0OF-WAY WILL Miff ALLOWED H0 2 Reed Wooden LION MDRIONLL TREATMENT NUT BE REOUIREO DEPENDING ON SOILS CWDRONS �.,z a IRI.ESS SPECIFICALLY APPROVED BY OILY OF REHTW K0002 NOCBV Malmo InMallation 1B' EMERGENCY ACCESS ROAD F 14 FOR EROSION PROTECTION OF RGADSIDE BITCHES*ERE TEIM.,WALL BE OF Traffic on on °SENT CONE ROAD'S STA.00 STTA.2 w G SOUND MARRY ROM PLACED 10 A DEPTH OF 1 FOOT AND OUST HEFT TIE FOLLOWING �,HGAL�1eDtl1f1� INVERTED CROWN DRIVEWAY 20'DRIVEWAY SECTION ron�o v.sl'a aa4aD-srA 3BH2)R1 V QP'R w SPECIFICATIONS INCHES i0 a INCHES/IO ff00510 i0]O PERCENT PASSIMG 2 INCHES NSDOT DETAl15 x TO SCALE e i 0 20 ICHES RDM/3D PER 43If t0 40 PENCENL PASSING,AND-2 INCES ROCK/10 PERCENT C-1 W-13.11 CUARDRNL I]ft MT Nov To scALE PERCENT PASSING. PAVEMENT WIDTH--I 12'R 15 ALL BUILDING DOWNSPOUTS AND FOOTING DRAIM SHALL BE COIPECTED TO 11•E sm. 1 I ] I 1 0 I EXPANSION JOINT DRAINAGE SYSTEM ADESS APPROVED BY TIE DEVELOPMENT SERVICES DIVISION /Ff [ ZIT d ACCURATELY OIYENSIOIEO CERTIFIED AS-0UILi DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED i0 TIE CITY OF REMTON UPON COMPLETION e� - 16. IS511.E OF THE BUILDING OR CONSTRUCTION PERMIT BY 1NE CITY OF.NON DOES NOT RELIEVE TIE OVER OF TIE CONTINUING LEO.OBLIGATION AM/OR LIABILITY CONNECTED 0 WITH STONY SMIGAT WATER O DISPOSITION CITY OF FECTON GOES NOT " i o ACCEPT AM HIE PROPER FUNCTIONING SUNG MINTER/SCE OF iK \ B Ti SYSTEM PROVIDED DURING COMTRUCTIEL - \ ,/ /y/• m 111.11 1P T :T 1] THE CONTRACTOR SNLLL BE�WOMIBLE FOR PROVIDING EQUATE SAFEGUARD,SAFETY `ASPH.T �' 13 B.sy 4 E= TEBTIVE EOUITENT,FLAMERS, I 0 s¢ PROTECT.LiTTT,KAL THE E AND SAFETY OF TIE PELTS AM TO PROTECT FR.IITY IN �T. 24' ZRz WITHIN COIRECTTHE ION TRAVELED RIGHT-Of-WAY THAT NY INTERRUPT NORMAL SRAFFICORMANCE OF WORK COVERED BY TM CONTRACT. AFLOW SNY NAIL CS1134T=CRETE - - ---- - o REQUIRE AN AN APPROVED TRAFFIC CONTROL PLAN BY TIE TRANSPORTATION DIVISION ALL ROLLED°Lie AHD tlmEA K CEMENT CONCRETE SECi1W5 OF THE MOT SIMARD SPECIFICATIONS 1-07 23,TRAFFIC CONTROL SIDER. pp Au APPLY' STANDARD CURB DETAILS r is nN 18. • SPECIAL DRAINAGE YEAWIfES WILL BE REWIRED IF 11E PPOJEti LOCAi1W IS WITHIN THE @ E g§ AOUIFER PROTECTION AREA Not To svME CAL CURB2'COMPACTED CONLREIDEPTH E PAVEMENT B - 9 9 t.O' LAND GUTTER AC PY ASPHAL iREATED&SE 12 -1/2'COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURSE- 8 20 Mix 14 14 / 5'WALK 1 p COMPACTED DEPTH CRUSHED ROCK SURFACING RASE COURSE 4 HIS • 5' 20'PARKING 12E m t2' .y 0'KPARKING O02 ` .. - -� _7._z_�"'""""'"' ' IADDmONAL TPEAMENi MAY BE REQUIRED DEPENDING ON SOILS COMM-ONS WAIN UNE / iZ� PER RS HPND RAL of oo E 9M 88�a {{ 5p�a @p86a EXTRUDED CURB 1. r�k-m.. - _ ....w: .r-.._r, _ �,. C d B E d 4 SHOWNROCKENf WHERE w ..-..•-+.--•__• ROT i0 SCALE ON P.S- 2x , 20'DRIVEWAY SECTION(ROAD G) $ rc `5•THICK CENFM WNLRETf A ASPHALT CONCRETE PAVEMENT B rt , 55 g SIDEWALK 2°COMPACTED DEPTH CUSS'B' 2-ASPHALT TREATED BASE E. ,, ASPHALT CONCRETE PA.. CEMENT CONCRETE su SPECIAL NOTE: 1/2'COMPACTED DEPTH CRUSHED ROCK SURFACING MP COURSE ROUE)CURB is R.ASPHALT TREATED BASE co.P.p. Approved i n A. TACO 6.±1/T COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURSE a'ASPHALT CONCRETE PAVING tt0µA1B 1 d 1/z'COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE K CEMENT CO Bob F- CRUSHED ROCK SURFACING BASE COURSE SIBfNPL(EM CONCRETE- EN c 4 1/2•CO D ROCK SURFACING BASE COURSE- ADDITIONAL iRFAMEM MAT BE REQUIRED DEPENDING ON SOILS CONOITONS HOE V. g g ATNDDRIONAL TREATMENT WY BE REQUIRED DEPENDING ON SOILS COMMONS MED.PARKING ROM SECTOR MATBE REDUCED LOSS ROADS RAND E 2'OF COMPACTED DEPTH cuss'Er ASPHALT Df6110 S ALLEY 2 28'DRIVEWAY SECTION L0MRETE OVER I'OF ASPHALT TREATED BASE RDGAC RUDBND �4H4 1 " INVERTED CROWN DRIVEWAYVG NOT TO 6OCLE 29N33G8 KEN.NNEWICK PLACE NE ' W 4 a NOT i0 SCALE 20' 3' 3' 20' ((25))235-D)H m�<, 0. 5'WAIT( . _ WP1)( WALLA 10 NW/235-1394 FAX 6 muNDDED • --0.5 10' FNG.RFFB: l ...1 E SHOWN 0>5' u 18215 72ND AVENUE SOUTH W 8 MIN 0 TUT _Z EM,WA 98032 ydi'NOENG1NN�P9= y ON PUNS N rE >: z 2£ 2z OF GRAZE $ (425)251-8222 i 6 E SUBSURFACE SLOPE 2X �' l. 2x ¢ 2l (425)251-8182 FAX N ._. ------ - - \ oEPAR,CnALROoRENTON w rc •THICK CEMENT TUCK CEMENT 1•COMPACTED DEPTH CLASS M' I-(-00 r. s CONCRETE SIODVAII( •COMPACTED DEPTH CL'B•ASPHALT CONCRETE PAVEMENT ��TCH BASIN MID SIDEWALK. CONCRETE ASPHALT CONCRETE PAVEMENT J ARIL/ PUBLIC WORKS PI CEMENT COWREIE CURB AND 2.ISPHMT TREATED BASE STORM DRAIN LINES _ 2•ASPHALT TREATED BASE <S a•WA ,b STANDARD NOTES AND p GUTTER 1-1/2-COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURSE 1-1/2•COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURSE f',I j. Z AL RNA Ef ROAD CROSS SECTIONS 11/2•COMPACTED DEPTH CRUSHED ROCK SURFACING 80.5E COURSE}4'CAMPACiFD DEPTH A1B LOCATED NYINIIRIM OF 4.ATB 4 I/2•COMPACTED DPW CRUSHED ROCK SURFACING BASE COURSE- �H I / Kenyon Crea[Condominiums m !IA)OYlO'foN Ply GRAVEL BAILIFF WY BE REWIRED DEPEMRG ON SOILS COMMONS FROM AND REEESSROORE5'Y OM 0O HILL TREATMENT WT BE REQUIRED DEPENDING ON SOILS COMMONS *s -- DA2 6/6/20W O YNNE OF CURB w MAIN ENTRANCE mQWWe w0.0 ro 3rAB MELTS (3'MIN.FROM OTHER mum) ALLEYi ROAD SECTION f'G''AoxeirECWGs��a GE' HUH- r..A„D ED wDNva__. ui NOT TO SCALE NOT To SCALE I EXPIRES 2/5/02 I *Wow° mom 5 20 O ad cer.L BA6,N -\\ F- CBiB1.TYPE 2-48' CB/815.IYPE I oA.A cB�Bz,.TYPE 1 "ft.TYPE �, + ir �\ SECTION 21,TWP.23 N,RGE.5 E,W.M. ♦- a mA 50+59.)l.1829'RF mA 03.500.T225'LT mx 617.11r.10.00'M. mA.a00.00,0.00'T 1 6�.56Y N-� R'g.T.r 6J99s29.1 F- Q MI-23656 I011=393.90 RW-26)o RIY278.49 r Q�` � IE-2JZ)J(In OCC:BB-�/299.89(12� IEr26{.00(12� IE-2)BA9(I3� )I�p�Y � �\�_ N a p mA�s'Da es9,-IJ.JB'M SLLB6)+1500'1].>5'LT m/B20.8 1!]5'LT S�fA 291+166 1J.15'RT f 111, S. ��_--_ RIW2J8.0] WJ-24B51 IOY-259.0 PoY-24229 ` ``�� w� E=211A0(10� IE-2M.00(12� IE-25650(12)' W-219.{](121 / �°.` + + _ - d R01.. TYPE.1B' CB/BI>,TYPE 1 CB/829.TYPE I CB/043.T9E I Y \\ __ mA 52i50.>e,1&83'M mA 66N0.00.13.>5'LT mA)WJ9.29,9.]5'LT mA 29a90.0O,iJ.)5'RF )`4:.�' l - RIY:24288 RW-254.45 .-237.66 R3.242.29 / \ E-2J812{'2 Fr250AO(12-) IE-2J3.02(12; IE-239.84(12) / :illi,11'J .`.. IE-2N 6J((3 1.233.02(2 • ' 1.214.13 080 CBAB1]A TYPE 1 CB/fiU,PIPE ( ` St 1\i'' \` ''%'' . \ 65+50,13.75 T CB BJO+TYPE 1 mA SI+0000,13.75'RT \ Z COM TYPE 2-48' Pou=26130 m,� 1002,9.)5'LT RIY-2U56 • \ E SIA Ngg..32, 6.)2'RT 1.256.12(121 IBu-24o.31 1.240.39(121 'I /',; te I ro 11. 13. 245.13 RN 2U]5�'1J.]5'M E-25R42(I2� Cu235.253(121 E=309.25(12�cc IE-23858(18� CB/869,TYPE 1 mA H35.33,3000'LT CBiB32, PE 2-48'LB/86,ttPE 2-48' RN-264.00 SPA 39+IJ2Z I1.N'M nmA 83+9131.12.94'LT W-V0'10(12") STA 39.21 R4=244.38 .235.41(12') •IE=219.00((12'IN S,EBW)CB/BXI{iYPE 1 IE-23B.SB(10'OUP N) m�62159.88,19.]5'LT /BJJ,TYPE ' • R=26.50 STN 40+30.00.9.]5'RT I \\\ M/1P $ P Q CB B],lYPE 2-26{OD(12') RI-2l8.15 / C 'BONN..POWER ADMINISTRABON .0 1• Rm�2)+250q 13.]5'RT IE=255.99(12� : 3 ,51.01 CB/821.TYPE t "'\ C EASEMENT 1.2U]8(12.) N 2NI3.820] CB/B]{,119E I i / E 3O96E]995 mA 41+00.0.12.fi9'M ! 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A PARcfi.LOG.THESE Loanoxs w.vE BE2x \\\f0 - (SOUTH PORTION NA 2g0'\ - RE-VERIFY WITH THE PO.ASIFR AT THE PRE Kenaln an C Condominiums n +-.:..-...._.::..___.._....:..__.... OF INSfaIAnON Dare e 8 3Tno SHALL / cnENO FOR Flx SH RmRS CREVIEWED AND ONTFALiOR 5 PROvID B<THE REMOVE POST )(`I �• Crest O 9. ,'�;. ''..- LEVEL f1x5H FLOOR M FOR 1 - - APPROVED BY REDUCED PLAN AND APPROVAL G 2O ET MST LRM�� I Ocom R s<Pa£ -40 rm Uj n_ O .°. .. _ :._. EXPIRES 2/5%2�¢ APPROVED W4ET a ' GEi-GWDE FlPo91 ilAOR �, // ... WPM..RNSN.OR fUJ oB ®® OWN �� SEE 1ECNNICAL INFORYAPON REPO J t' ooa p,,� lept SECTION 21,TWP.23 N,ROE 5 E.,W.M. 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L. $ NAL11/11 • CC,CPET6tLRB i " CAST RI P-OCE i e.I.I.,6 PSPNALT•• - 6IDGRALE ELOPED IS I RAVEL SLPURPLECOLLECT Sus SURFACE ,ER wI, , .••• ,. . CO DAnnwr ro wE CLOSESTeTR,CrI,RE dFw�s„6RmE wlrrwQwWrd Flrv6R DIA DEEPTILLED EUBGRADE AND OACKFILL *y PLANT NOTES: { RoorEwLL • M,BADaLL - p SPORT COURT DETAIL O SP= O PLANTER PEN•RJPISULA AND ISLAM)SOIL TREATMENT DETAY_ C.) 1 GROUNDCOVER PLANING DETAIL O - - cn O AERd S. mEBINTERNATIONAL �\r 0 POLTAZETPAPE AS SUPPLED,SPORT SYSTEMS SPERNATIC,L.RIC. .. D.,DD�EEN.R�,d.DAss ,ED6.spcRr...,B,.w,ER.Arld,c,s,Pa_ISFETSSLE RED OR GREEN VI COLOR.NOPLIED BY SPOW SYSTEMS � w� CD �. BASE PREPARATION - BABRIC .NA L BE.,. • MACE AND COPP.,FOSSLI ROCK TO E.DENSITY ROCK SWILL BE Re.,...WITI+ _IOpum J. 111.14 RUD UN A V FOOT r STRAIC,EDGE F PL..... FUMEF W Cl READ.MIRc RETE TO...LT BT.MOOR...d AS,c s.,AND.SPECIFIED W q T°E SMACESI DNOTE IMPORT 4 MIN.OF ACCEPTABLE TOPSOIL THROUGHOUT ALL PLANTING AND SEED AREAS. NL poonnEET.NE INSTALLATIONS WE PEA ROCK AND POL.LINETP.SLALL Be ERRED w A RATIO U TNE TOP SCRPACE BULL BE SPRAY APPLIED BS.A SPECIALIZED MACN.DESKSED . FOR SPRAT.COATS AT a Mc RS.De MN_ IN SEPARATE Ci CP,LINES EwLLL BE APPLIEDUS.w6 RETW.PANT.AND VS ODD MPS SILICA CARD • L2.1 a Return Address: City Clerk's Office City of Renton 20030910000578 1055 South Grady Way CITY OF RENTON BS 20.00 Renton,WA 98055 PAGE 001 OF 002 09/10/2003 09:31 KING COUNTY, WA Title: BILL OF SALE Property Tax Parcel Number: 212305-9068 Project File#: Street Intersection or Project Name: Address: S.E.Royal Hills Drive and R-290007 Shadow Hawk Harrington Place S.E. Reference Number(s)of Documents assigned or released: Additional reference numbers are on page Grantor(s): Grantee(s): 1. Shadow Hawk LLC 1. City of Renton,a Municipal Corporation The Grantor as named above,for,and in consideration of mutual benefits,hereby grants,bargains,sells and delivers to the Grantee,as named above,the following described personal property: WATER SYSTEM: Length Size 423 L.F.of • 10 " Dl Water Main 3,584 L.F.of 12 " Dl Water Main 2,650 L.F.of 8 " Dl Water Main 14 each of 12 " Gate Valves 4 each of 10 " Gate Valves 11 each of 8 " Gate Valves 23 each of Fire Hydrant Assemblies SANITARY SEWER SYSTEM: Length Size Type 1,379 L.F.of 4 DI Sewer Main L.F.of " Sewer Main L.F.of " Sewer Main 1 each of 1 " Sewer Lift Station each of " Diameter Manholes each of " Diameter Manholes STORM DRAINAGE SYSTEM: Length Size Type L.F.of Storm Line L.F.of If Storm Line each of Storm Inlet/Outlet each of Storm Catch Basin each of " Manhole STREET IMPROVEMENTS:(Including Curb,Gutter,Sidewalk,Asphalt Pavement) Curb,Gutter,Sidewalk L.F. Asphalt Pavement: S.Y. or LF of Width STREET LIGHTING: #of Poles By this conveyance,Grantor will warrant and defend the sale hereby made unto the Grantee against all and every person or persons,whomsoever,lawfully claiming or to claim the same. This conveyance shall bind the heirs,executors, administrators and assigns forever. oZdCR-D j-?ctb H:1FII.E.S.SIFRM\84HNDOUBI LSALE.DOC\MAE Page 1 7432.092.wpd , • IN S ,I •avoi • .et m <:1 ._ Pe day and year as written below. Notary Seal must be within box INDIVIDUAL FO O CKNOWLEDGMENT STATE OF )SS COUNTY OF ICIi r�1�0<<` ) � '►• MELISSA I.COSSE •: F• NOTARY PUBLIC-NEVAd e ' that I know or have satisfactory evidence that CLARK COUNTY V_ signed this instrument and • 21,43414 py Commission Fires March 12, !W:,r•.. ledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. ,• ( Notary public in and for the State of Washington Ai-e—v'.` i My appointment expires: 3-/g-r-rj Dated: sF-aS-vj - Notary Seal must be within box REPRESENTATIVE FORM OF ACKNOWLEDGMENT STATE OF WASHINGTON )SS COUNTY OF KING I certify that I know or have satisfactory evidence that signed this instrument,on oath stated that he/she/they was/were authorized to execute the instrument and acknowledged it as the and of to be the free and voluntary act of such party/parties for the uses and purposes mentioned in this instrument. Notary Public in and for the State of Washington My appointment expires: Dated: Notary Seal must be within box CORPORATE FORM OF ACKNOWLEDGMENT STATE OF WASHINGTON )SS • COUNTY OF KING ) On this_day of ,19_,before me personally appeared ,to me known to be of the corporation that executed the within instrument,and acknowledge the said instrument to be the free and voluntary act and deed of said corporation,for the uses and purposes therein mentioned,and each on oath stated that he/she was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. Notary Public in and for the State of Washington My appointment expires: • Dated: porerob-Acklet H:1FILE.S.SIFRM\84HNDOUBILLSAL.E.DOOMAE Page 2 '7432.092.wpd I ' wA-- 90 - iiol n oao ia-. ©Opy GHats CIVIL ENGINEERING,LAND PLANNING,SURVEYING,ENVIRONMENTAL SERVICES 0 u May 5,2003 °$4, . q{ y COURIER DELIVERY 0 NG ENGGNN Craig Burnell City of Renton Municipal Building 1055 South Grady Way Renton,WA 98055 RE: Summary of Minor Shifts to Building Nos. 33 through 35 and 38 through 41 Kensington Crest Condominiums(a.k.a. Shadow Hawk) Our Job No.7432 Dear Craig: As a follow-up to our recent telephone conversation,this letter is to submit two copies of revised road and drainage plan Sheet 8 of 20 showing the minor shifts to Building Nos. 33 through 35 and 38 through 41 for approval. The enclosed plan has been dimensioned to show the spacing between the buildings and clearance from the edge of the power easements. Building Nos. 33 through 35 shifted approximately 3.75 feet to the east to obtain the required 10-foot clearance between Building Nos. 32 and 33. Building Nos. 38 through 41 shifted approximately 2.00 feet to the east to obtain clearance from the edge of the Puget Sound Energy easement to the roof overhang on Building No.41. It has also been brought to my attention that the roof overhang widths on Building Nos. 31 and 36 were reduced so as not to protrude into the Seattle City Light easement. Please review the enclosed plan and let me know if you need any additional information in this regard. Sincerely, Mark Sumrok 6 Project Engineer CrlyOFq MS/km cF�F"To" 7132C.088 �,0 enc: (2)copies Sheet 8 of 20 cc: Curtis Sumner,Pageantry Communities(w/enc) eU�&O/Afr, ?�(13 Bryan White,Pageantry Communities(w/enc) Div/woff Robert J.Armstrong,Barghausen Consulting Engineers,Inc. 18215 72ND AVENUE SOUTH KENT,WA 98032 (425)251-6222 (425)251-8782 FAX BRANCH OFFICES • OLYMPIA,WA • WALNUT CREEK,CA www.barghausen.com R 1 � �f 7 __ ,r M.4 ��/ 3 0/ 2 �— :-Lv - Ici—11,I , stet r . , & ht attle Memorandum 1 DATE: June 21, 2001 TO: Steve Taylor City of Renton Planning/Building/Public Works Department 1055 So Grady Way Renton, Washington 98055° FROM: Bill Cluckey, Senior Real Property Agent Real Estate Services SUBJECT: Kensington Crest Condo's LUA-98 Steve, I have attached a copy of Seattle City Light's fully executed and recorded consent agreement for improvements and installations upon and within Seattle City Light's 200 foot transmission line for Kensington Crest Condo's. Should you have any further questions, please give me a call at (206) 684-3872. Thanks,Bil 0lkj., City of Seattle DEVELOPMENT PLANNING Seattle City Light 'CITY OF RENTON Gary Zarker, Superintendent JUN 2 2 2000 RECEIVED June 19, 2001 Shadow Hawk, LLC Attn: Roger Nix do Pagenantry Communties 25400 74th Avenue So. Kent, Washington 98032 Re: Consent Agreement for Kensington Crest Condominiums, Renton Washington Seattle City Light-- PM 230521-2-001 Gentlemen: Attached for your files is a recorded copy of the fully executed Seattle City Light Consent Agreement for the construction actives and facilities that have been approved for installation within Seattle City Light's transmission line corridor for the proposed Kensington Crest Condominium project. This agreement was reached through meetings and mutual agreements with your agent, Barghausen Consulting Engineers. The document encompasses limited approvals for landscaping, roads, underground utilities and a concrete detention vault, along with requirements as required by the National Electrical Safety Code standards. The construction activities and allowed facilities with this right-of-way corridor and restrictive conditions are enumerated within this document. It should be noted that it is extremely essential that absolutely no part of any structure be allowed to encroach within the limits of Seattle City Light's right-of-way, this includes any overhanging roof eaves. The right-of-way in the areas of residential construction will require a survey staking every fifty feet (50')indicating the location of the:transmission right-of-way margins. This is to insure where the limits of residential construction starts and ends. As we have had previous situations where encroachments have occurred during construction activities, we are trying to circumvent and eliminate any problems before they become apparent; thus eliminating any expensive cost on your part to remove the encroachment (s). Permanent right-of-way delineation (signage) along the exterior of the right-of-way is required upon completion of the Kensington Crest Condominium project. 700 Fifth Avenue,Suite 3300,Seattle,WA 98104-5031 Tel:(206)684-3000,TDD: (206)684-3225,Fax: (206)625-3709 An equal employment opportunity,affirmative action employer.Accommodations for people with disabilities provided upon request. Page2of2 June 19, 2001 Should you have any questions or concerns regarding this agreement please feel free to call me at (206) 684-3872. Thank you for your consideration and cooperation in this matter. Sincerely yours, William P. Cluckey, SR/WA Senior Real Property Agent cc Robert J. Armstrong, Barghausen Consulting Engineers, Inc. File: • 700 Fifth Avenue,Suite 3300,Seattle,WA 98104-5031 • Tel:(206)625-3000,TTY/TDD:(206)684-3225,Fax:(206)625-3709 An equal employment opportunity,affirmative action employer.Accommodations for people with disabilities provided upon request. Seattle City Light Real Estate Services 3G/ 700 Fifth Avenue,Room 2808-- Seattle,WA 98104-5031 20010615001358 ATTLE CITY L EAS 12.00 06/15/2001PAGE 001 OF 14:26 KING COUNTY, WA • CONSENT AGREEMENT P.M.#230521-1-001 Tax Parcel#212305-9068 C/L Comptroller# `//-2/r AGREEMENT FOR USE OF THE CITY OF SEATTT F. TRANSMISSION LINE EASEMENT RIGHT=OF-WAY WHEREAS, Shadow Hawk, L.L.C. hereafter called the "owner," owns the following described real property in King, Washington: That portion of Section 21, Township 23 North, Range 5 East of W.M., in King County, Washington, described as follows: Beginning at a point on the North line of said section a distance of 1,000 feet West of the West line of Government Lot 4 in said Section; thence Southeasterly 1,121.85 feet to a point 940 feet South of said North line of said Section and 380 feet West of said West line of Government Lot 4; thence Southeasterly 466..77 feet to the Point of Intersection of said West line of Government Lot 4 with a line 187.5 feet Southerly of the Northerly margin of the Bonneville Power Administration Maple Valley Loop North line, as measured perpendicular from said margin;. thence South 80°23'40" East (South 80°10"30" East) parallel to said margin, 634.26 feet; • thence South 32°17'10"East (South 32°04'00" East) parallel to said margin, 248.67 feet to the Westerly margin of the City of Seattle Mercer Island Pipe Line Right of Way as condemned in King County Superior Court Cause Number 486190; thence Southerly along said margin to the Point of Intersection with the Southwesterly margin of Bonneville Power Administration Rocky Reach-Maple Valley No. 1 Transmission Line; thence North 32°17'10" West (32°04'00" West) along said margin 502.75 feet; thence North 80°23'40" West (80°10"30" West) along said margin 1,648.18 feet to the Northeasterly margin of S.E. Royal Hills Drive as conveyed to the City of Renton Under Recording Number 7502070394; thence Westerly, along said margin, to a point which bears South 09°30'00" East from a point the North line of said Section which is 638.89 feet East of the Northwest corner of said Section, as measured along said North line; thence North 09°30'00"West 1,475.83 feet to said point on the North line of said Section 21; • thence Easterly, along said North line, 1,01,4.54 feet to the True Point of Beginning; Together with the following described parcel; • Beginning at a point on the West line of said Section a distance of 1,255.40 feet South of the Northwest corner thereof; thence South 34°54'30"East 940 feet to the Southerly margin ofsaid S.E. Royal Hills Drive and the True Point of Beginning; thence continuing South 34°54'30"East 55 feet to the Southerly margin of Bonneville • EXCISE TAX NOT REQUIRED Kin i Co.fThcyrtc Divisie lalt....1; � ' ,�t%`I,.•C.. t f!pppp� o1 Power Administration Rocky Reach-Maple Valley No. 1 Transmission Line; thence North 54°24'00" East, along said margin, 830 feet to the Southerly margin of said S.E. Royal Hills Drive; thence Westerly and Southerly, along said margin, to the True Point of Beginning. Cni c..1 WHEREAS, the City of Seattle, City Light Department, hereafter called the "City", owns a 200 foot wide transmission line easement right-of-way over, along and through a portion of the above described property; and WHEREAS, the owner desires the consent of the City to use said above described right-of-way for roadways and utility installation and associated amenities within the proposed Kensington Crest Condominium Development per the following and attached plan; (as-built drawings to be provided upon project completion) qtXt Now,Therefore, As between the parties, it is mutually agreed that the owner may use the said right-of-way for the installation of roadways, driveways, a concrete detention vault, underground utilities, and restricted landscaping for the development of the Kensington Crest Condominiums project subject to the following terms and conditions: 1. Any fencing and appurtenances placed on the right-of-way shall be grounded according to the standards as set forth and established within the National Safety Electrical Code. Grounding • Requirements for Metal Fences and Structures, etc.: All metal structures or structures containing metal components, including, but not limited to, fences, recreational structures, benches, or trash can holders, shall be sufficiently grounded in accordance with Section 9 of the NESC. • 2. When fencing is installed across the right-of-way, the owner shall furnish and install 16 foot wide gates for access to the area herein described. Said gates shall be provided with double locks, either of which may be used to open the gate; and the gate shall be constructed in a manner approved by the Superintendent of City Light. 3. Full vehicular access to Seattle city Light's patrol roads has to remain free and.open. Sixteen foot (16') wide curb cuts and gates shall be provided wherever Seattle City Light access roads tie into the projects road system. 4. The owner agrees to submit plans furnishing details of any future construction, blacktopping, grading, cuts or fills for approval by the Superintendent of City Light, or his representatives,prior to • the undertaking of any such future construction, blacktopping, grading, cut or fill operation on the • herein described property. 5. Planting (s) on the right-of-way will be limited to and maintained at a height below twelve (12) feet. If the owner does not maintain said plantings at a height below 12 feet, the'City shall have the right to trim and/or remove the plantings and charge the owner for the cost of such work; and the City shall not be liable for damage to the plantings as a result of trimming or removal. 6. No building(s), structure (s) or structure (s) overhang shall be constructed, allowed or placed upon, over or within the right-of-way. In the areas of residential construction the right-of-way limits shall be survey staked every fifty feet (50') to establish the right-of-way limits. The approved "Concrete Detention Vault." shall be designed and constructed to withstand and support loading to HS-20-44 loading standards. 7. There will be no ponds, "V" ditches, or open water retention facilities on the right-of-way without the approval of the Superintendent of City Light. 8. Flammable and/or hazardous materials or liquids shall not be placed, kept, stored or disposed of within the right-of-way. • • 9. The type of construction, materials and equipment used, manner of erection or construction, et) manner of maintenance of utility facilities shall be in accordance with the National Electric Safety 114 Code and shall comply with state law governing overhead/underground line construction. (9tr • 10. The placement of underground utility lines within the right-of-way must be indicated above ground in a manner approved by the Superintendent of City Light. 1_1 11. The owner shall, upon completion of any construction of any facilities described herein, ps;) remove all debris and restore the surface of the above described property as nearly as possible to the f4 condition in which it existed at the date of this agreement. c'15 12. The owner agrees to install and maintain guard posts and/or curbing for the protection of the t:s-4 existing transmission line poles, anchor and down guys and towers located within the herein- described property. The owner further agrees not to allow vehicles within ten (10) feet of said poles or within twenty-eight (28) feet of said towers. • 13. The owner agrees to place no fill against existing transmission line poles or towers. 14. The owner shall not at any time interfere with the City's access to and over said right-of-way. 15. This agreement is for the use of the above land only, and shall not be construed to replace or to be used in lieu of any permits or licenses which may be required, granted or supervised by any other subdivision of government charged with licensing, policing and supervising the operations of the owner hereunder. • 16. The Superintendent of City Light shall have the right at all times to suspend any or all operations on above property which he deems to be detrimental or be in conflict with the existing rights and best interests of the City of Seattle. • 17. The Owners agree to protect and save harmless the City from all claims, actions or damages of every kind and description, including all claims, actions or damages brought by Owners guests, agents or representatives, which may accrue from or be suffered by reason of Owners use of the premises, or the performance of any work in connection with their use; and in case of any such suit or action being brought against said City, or damages arising out of or by reason of any of the above causes, the Owners will, upon notice to Owners of commencement of such action, defend the same at no cost or expense to the City and will fully satisfy any judgment or claim after said suit or action is finally determined, if adversely to the City, excepting any and all claims, actions or damages of any kind which may accrue out of the sole negligence of the City of Seattle, City Light Department, 18. As between the parties the owner will assume all risk of loss, damage or injury which may result from owner's use of the right-of-way area. It is understood that any damage to the City's property, caused by or resulting from the owner's use of the right-of-way tract, may be repaired by the City and the actual cost of such repair shall be charged against and be paid by the owner. 19. If the owner's use of the right-of-way should at any time become a hazard, as determined by the Superintendent, to the presently installed electrical facilities of the City of Seattle or any facilities added or constructed in the future, either overhead or underground, or should such use as determined by the Superintendent interfere with the inspection, maintenance or repair of the same or with the access along such easement, the owner, upon thirty (30) days' written notice, will be required to remove or relocate such hazard or interference at owner's own expense. If the owner shall fail to remove or relocate such hazard or interference, the City may at its election remove such hazard or interference without liability to the owner for loss, injury or damage thereto, and the cost of such removal shall be paid by the owner to the City upon demand. 20. The owner agrees that the City of Seattle shall not be liable for any damages to the owner's property by reason of any construction, alterations, maintenance or improvements performed in said property by the City of Seattle,its agents or representatives. { • 21. The owner agrees not to use the property herein described for any other purpose whatsoever than as set forth above, and agrees that the Superintendent of City Light shall be the sole judge of any conflict or violation of such use as above stated. 22. It is understood that any rights granted hereunder are subject to existing rights; if any, of other parties. In consenting to the use of the right-of-way for this purpose, the City does not waive or `'"' subordinate any of the rights and privileges granted to the City by easements for transmission line af3 purposes. r5 23. The Superintendent of City Light, or his agents, shall have the right at all reasonable times to 2 inspect said premises for the purpose of observing the conditions thereof, and the manner of v_•_€ compliance by the owner with the tern-is and conditions of this agreement. • erg 24. The City reserves the right to locate a transmission line support structure (s) and any other necessary appurtenances, within the above described right-of-way consent area, if necessary, in the future. 25. Permittee covenants and agrees that it will not store, dump, bury or transfer any hazardous substances, inoperable vehicles, chemicals, oils, fuels, or containers for said substances, chemicals, oils, fuels, etc., on the premises; and further agrees to observe all environmental laws of the State of Washington, City of Seattle, and/or any other governmental subdivision having regulatory authority over such activities on the premises. 26. Permittee agrees•to observe all environmental laws of the State of Washington and the City of Seattle and/or any other governmental subdivision having regulatory authority over such activities on the premises as well as all other laws pertaining to storage of oils, solvents and other potentially hazardous substances, including the small quantity provisions of RCRA, and obtain all permits and clearances required by all agencies. The permittee further agrees the premises will not be used for salvage activities or accumulation of scrap materials without prior notification and approval by the City. The permittee must submit to the Real Estate Services Unit of Seattle City Light a plan for the collection, storage and disposal of waste oils, solvents and other chemicals which may be used on the site. The Environmental Affairs Division of City Light will review the plan for compliance with appropriate laws. • 27. The City reserves the right to require the permittee to place signs or other warning devices of hazards as any governmental agency or the Superintendent determines such hazards to exist. 28. Upon construction completion, Shadow Hawk shall install permanent signage which shall • indicate the 200 foot wide right-of-way limits of Seattle City Light's Transmission line corridor. 29. Upon final completion of the Kensington Crest Condominium project Shadow Hawk,LLC shall send Seattle City Light a complete set of as-built drawings indicating all project related facilities and improvements located within the 200 foot wide easement area. 30. The owner agrees for itself,its heirs, successors and assigns that the covenants herein contained shall be binding on the parties, their heirs, successors and assigns,forever. GRANTED this '4'11 day of Z`( z/ ., 2001. APPROVED: ACCEPTED: SEATTT E CITY LIGHT SHADOW HAWK L.L.C. REAL ESTATE SERVICES "� °: 1 'r . .til. ir' ' .� t' f • f By .1 d..� ... �r�� a By:Stephen E. Hagen Manager Title: 2:'r G t y U;,-r • • STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) ke3 I certify that I know or have satisfactory evidence that Stephen E. 1-lagen (is the person/are the people)who appeared before me, and signed this instrument, and on oath stated that (he/she/they) (was/were/are) authorized to execute the instrument and t=_ acknowledged it as the Manager, Real Estate Services,respectively of the City of .�.� Seattle, a Municipal Corporation, City Light Department, to be the free and voluntary act F = of such party for the uses and purposes mentioned in the instrument. Date 77 day o , 2001 A2_,(;(..16;044.., �=�� ®0t000ti1rne NAME(print) Jl L.c../4/w au d�iJ %, NOTARY PUBLIC in and for the State of ashington. My appointment expires 4?- nOle:' {' WARP 'otaaS et,410 Li ctutk° \I, STATE OF NEVADA ) ) ss. COUNTY OF CLARK ) I certify that I know or have satisfactory evidence that Don G. White (is the person/are the people) who appeared before me, and signed this instrument, and on oath stated that • (he/she/they) (was/were/are) authorized to execute the instrument and acknowledged it as the Managing'Member,respectively of Shadow Hawk, LLC, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Date 29th day of May, 2001 `•._..,�/ �' / Y .�¢l�w�n/¢.yr}cr(�e.�yf..m.RA..C9.^ i•i A Netafy% c-State of Nevad d;i"'}1;.if' Fri. NAME(print) Melissa I. Cosse ,Li,�.��':rty;;a;7, County of Ciaric ''. ,h tifi-;�M1° MELI SSA I. COSSE NOTARY PUBLIC in and for the State of Nevada. ��*�3��,,,�, . : ., My App�o1n rant Expi►' My appointment expires 3/12/03 ; 5 1-.1 Mardi 12,2003 « (sTarE '`` `• ; CITY OF �` RENTON • .n�Qt.. 1889• JUL 1 1 2000 STATE OF WASHINGTON RECEIVED DEPARTMENT OF ECOLOGY CITY CLERK s OFFICE Northwest Regional Office, 3190- 160th Ave S.E. • Bellevue, Washington 98008-5452 • (425) 649-7000 July 6, 2000 ° ELOrryN 1VT p� of Rn�.ANNING JUL 10 ' 2000 Dick Dick Butco President Bealko, Inc. ECE'WED P.O. Box 3266 Federal WA 98633 Dear Mr. Butco: Re: City of Renton Permit#LUA-98-161;SM -- BEALKO, INC. -Applicant Shoreline Substantial Development Permit#2000-NW-40006 The subject Shoreline Management Substantial Development Permit, to install a stormwater line down to the Cedar River for a condominium project located outside shoreline jurisdiction,has been filed with this office by the city of Renton on June 21, 2000. The development authorized by the subject permit may NOT begin until the end of the 21-day appeal period, July 12, 2000. The Shorelines Hearings Board will notify you by letter if this permit is appealed. Other federal, state, and local permits may be required in addition to the subject permit. If this permit is NOT appealed, this letter constitutes the Department of Ecology's final notification of action on this permit. Sincerely, ko,k,e;,„. Marcia Geidel, Shorelands Specialist Shorelands and Environmental Assistance Program MG:mg cc: Lesley Nishihira, City of Renton ® vi 18 L41 • r 4."i:::::','";'":',.:'''.'"'"'""'"""m." .':':'-'1,11!!!INFik::::::::;::;::::::::.::;:. G. ...f:BEN...;PI.A.NNING..D V#SI.QN................................................................................::: . ::::>:::::::::::::: ::::::::.::>::::::;:;:;:;;::>:::;;:.::;:;::.::::.>:: AFF OAVIT`OF SER ICE i,ti44I:::.;:S ><>;»»RI >< <%<>'i <`<> igigiE On the Z66-.. day of , 2000, I-deposited in the mails of the.United States, a sealed _ . . . :. envelope containing-- slnov-tcvne • peVvv\ct • ' -documents. This information was-sent to: ' - Name Representing Jack �uvl , . . 9ev1 Q c�p+o_v�c-e� �01/p . amd -t- \ 1 vvevc , - 71 Il cftsAItn A4Onvl'e u,\l-e PoWe 'pup 9h-t- Pot r • fa.1crn T -e des . to,cttoinn C l uuc Se a-t-k-l-e ` 1 liL-- ,d- e-icot. 4 l00y (Signature of Sender) So ,,a___ V__ - Ste. ey- STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that 5 �.� ' S-a ' A k- -� signed this instrument and acknowledged it to be his/her/their free and voluntary act for The uses and purposes mentioned in the instrument. NO ARY PUBLIC ' Notary Public in, nd for the State of Was ington STATE OF WASHINGTON Notary(Print) COMMISSION EXPIRES is JUNE 29, 2003 ' My appointment expire -6- 29.03 Project Name: KeFnslclon Crest ct_v40 Project Number: -dire __ - —_ NOTARY2.DOC CITY F RENTON NILPlanning/Building/Public/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator September 9, 1999 Washington State Department of Ecology Environmental Review Section PO Box 47703 Olympia,WA 98504-7703 Subject: Environmental Determinations Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by the Environmental Review Committee(ERC)on September 7, 1999: DETERMINATION OF NON-SIGNIFICANCE-MITIGATED KENSINGTON CREST CONDOMINIUMS LUA-98-161,SA,CU,V,SM,ECF Proposal to develop a 64-acre site with a condominium complex, including a total of 205 units (103 townhouses and 102 flat units)that would be developed on approximately 16 acres of the site. A nearly one-acre village green in the central portion of the site would include a sports court, picnic area and open recreation.area. The proposal also includes a community building for residents. A total of 558 parking spaces would be provided in surface lots, on driveway aprons, in carports and garages. The proposal also includes a recreation vehicle parking area. Access to the site would be via a private street boulevard off Royal Hills Drive. A secondary, emergency access would be located east of the main access, also connecting to Royal Hills Drive. A variance from the Land Clearing and Tree Cutting Regulations is also required for disturbance of slopes greater than 40%. In addition, a Shoreline Substantial Development Permit is required in order to install a stormwater line within 200 feet of the Cedar River. Location: 3500 SE Royal Hills Drive. Appeals of the environmental determination must be filed in writing on or before 5:00 PM September 27, 1999. Appeals must be filed in writing together with-the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)- 430-6510. - If you have questions, please call me at(425)430-7219. For the Environmental Review Committee, es=s„.. Peter Rosen Project Manager cc: King County Wastewater Treatment Division . Larry Fisher, Department of Fisheries David F. Dietzman, Department of Natural Resources Don Hurter, Department of Transportation Shirley Lukhang, Seattle Public Utilities Duwamish Tribal Office Rod Malcom, Fisheries, Muckleshoot Indian Tribe (Ordinance) Joe Jainga, Puget Sound.Energy agncyltr\ 1055 South Grady Way-Renton,Washington 98055 --r -- • ---- - . - CITY =OF:.RE T �� 40 N ON •.u. Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator September 9, 1999 • Mr. Dana Mower - DBM Consulting Engineers 502- 16th Street NE, Suite 312 Auburn, WA 98002 _ SUBJECT: Kensington Crest Condominiums • Project No. LUA-98-161,SA-H,CU-H,V-H,ECF,SM Dear Mr. Mower: This letter is written on behalf of the Environmental Review Committee (ERC) and is to advise you that they have completed their review of the subject project. The ERC, on September 7, 1999, issued a threshold Determination of Non-Significance-Mitigated with Mitigation Measures. See the enclosed Mitigation Measures document. Appeals of the environmental determination must be filed in writing on or before 5:00 PM September 27, 1999. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting in the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton, Washington, on October 5, 1999, at 9:00 AM to consider the proposal site approval, conditional use permit and variance. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you one week before the hearing. If the Environmental Determination is appealed, the appeal will be heard as part of this public hearing. The preceding information will assist you in planning for implementation of your project and enable you to exercise your appeal rights more fully, if you choose to do so. If you have any questions or desire clarification of the above, please call me at (425) 430-7219. For the Environmental Review Committee, er=2_,z_ Peter Rosen Project Manager cc: General Acceptance Corporation/Owners Bealko, Inc. Jill Gaston, William Cluckey,Dwight Potter/Parties of Record Enclosure dnsmltr 1055 South Grady Way-Renton. Washington 9R055 Y.v CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-98-161,SA-H,CU-H,V-H,SM,ECF APPLICANT: Dick Butko/Bealko, Inc. PROJECT NAME: Kensington Crest Condominiums DESCRIPTION OF PROPOSAL: Proposal to develop a 64-acre site with a condominium complex, including a total of 205 units (103 townhouses and 102 flat units) that would be developed on approximately 16 acres of the site. A nearly one-acre village green in the central portion of the site would include a sports court, picnic area and open recreation area. The proposal also includes a community building for residents. A total of 558 parking spaces would be provided in surface lots, on driveway aprons, in carports and garages. The proposal also includes a recreation vehicle parking area. Access to the site would be via a private street boulevard off Royal Hills Drive. A secondary, emergency access would be located east of the main access, also connecting to Royal Hills Drive. A variance from the Land Clearing and Tree Cutting Regulations is also required for disturbance of slopes greater than 40%. In addition, a Shoreline Substantial Development Permit is required in order to install a stormwater line within 200 feet of the Cedar River. LOCATION OF PROPOSAL: 3500 SE Royal Hills Drive MITIGATION MEASURES: 1) The applicant shall follow the recommendations of the Report of Geotechnical Consultation, Proposed Parker Planned Unit Development, Renton, Washington, for Parker PUD Partnership prepared by GeoEngineers, Inc. dated 1985 as amended by Geotechnical Consultation Report Update, Kensington Crest Development, dated October 8, 1998, and Geotechnical Services, Discharge Pipe Alignment Evaluation, Kensington Crest Development, dated January 28, 1999, with regard to any site disturbance, preparation, or development activities, including building setbacks from steep slope areas. 2) The applicant shall retain a qualified engineering geologist to observe installation of all erosion and sedimentation measures at the site. The engineering geologist shall make periodic visits to the site to observe site conditions and to verify the performance of the installations. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or-revision to either maintenance schedules or installation shall be submitted by the project engineer of record to the Public Works Inspector. 3) The applicant shall identify the project clearing limits on the project drawings prior to the issuance of the construction permit, and in the field prior to initiating site work. 4) The applicant shall limit site disturbance including clearing, grading, utility, and roadwork activities to occur during the relatively dry months (April through October). If possible, site clearing and grading should be performed in stages, with successive stages not being cleared until erosion control measures of the previous stage are in place. 5) The applicant shall designate staging areas for temporary stockpiles of excavated soil prior to the initiation of project construction. Excavated soils shall not be placed on or adjacent to site slopes. CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-98-161,SA-H,CU-H,V-H,SM,ECF APPLICANT: Dick Butko/Bealko, Inc. PROJECT NAME: Kensington Crest Condominiums DESCRIPTION OF PROPOSAL: Proposal to develop a 64-acre site with a condominium complex, including a total of 205 units (103 townhouses and 102 flat units) that would be developed on approximately 16 acres of the site. A nearly one-acre village green in the central portion of the site would include a sports court, picnic area and open recreation area. The proposal also includes a community building for residents. A total of 558 parking spaces would be provided in surface lots, on driveway aprons, in carports and garages. The proposal also includes a recreation vehicle parking area. Access to the site would be via a private street boulevard off Royal Hills Drive. A secondary, emergency access would be located east of the main access, also connecting to Royal Hills Drive. A variance from the Land Clearing and Tree Cutting Regulations is also required for disturbance of slopes greater than 40%. In addition, a Shoreline Substantial Development Permit is required in order to install a stormwater line within 200 feet of the Cedar River. ; LOCATION OF PROPOSAL: 3500 SE Royal Hills Drive Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Police Department 1. The Police Department estimates that the proposal would result in approximately 202 police calls for service(cfs)annually. Fire Prevention 1. The preliminary fire flow required is 2,500 gallons per minute. Three fire hydrants are required for each building. The primary hydrant is required to be within 150 feet of the structures and the secondary hydrants are required within 300 feet of the structures. The water plans submitted do not meet these requirements. 2. An approved fire sprinkler system shall be installed throughout all multi-family structures that exceed two stories and/or 4 units. This appears to include proposed Buildings No. 32 through Building 48 (or 17 buildings total). 3. An approved fire alarm system shall be installed throughout all structures. 4. City ordinance requires a minimum of two access roadways from Southeast Royal Hills Drive into this project. Access roadways shall meet fire department requirements for 20-feet width and turning radius of 25-feet inside and 45-feet outside. Dead-end access roadways shall not exceed 150-feet unless an approved turnaround is provided. Roadways shall be signed as fire lanes per city ordinance. Recommend that streets be built to city street standards due to the estimated population and traffic use. 5. If applicant desires to phase the project as proposed, the full secondary access roadway and most of the water mains would be required to installed during the first phase. •' - J4, - .. i�+ 'Sk 9 - :+n Kensington Crest Condominiums LUA-98-161,SA-H,CU-H,V-H,SM,ECF Mitigation Measures (continued) Page2of2 6) The applicant shall provide cover for temporary cut slopes and soil stockpiles during periods of inactivity. Temporary cover may consist of durable plastic sheeting that is securely anchored to the ground surface or straw mulch. Plastic sheeting should be placed and anchored as specified in Section D.4.2.3 of the King County Surface Water Design Manual (SWDM) - Appendix D. Mulch application shall conform to guidelines outlined in Section D.4.2.1 of the SWDM, Appendix D. 7) The applicant shall establish permanent cover over exposed areas that will not be worked for a period of 30 days or more by seeding in conjunction with a mulch cover or appropriate hydroseeding. Site seeding should conform to the specifications presented in Section D.4.2.4 of the King County Surface Water Design Manual,Appendix D. 8) The applicant shall provide stabilized construction entrances as specified in Section D.4.4.1 of the King County Surface Water Design Manual,Appendix D, prior to the initiation of site clearing. 9) The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated, and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the King County Surface Water Design Manual,Appendix D. 10) The applicant shall construct shallow drainage swales to intercept surface water flow and route the flow away from_the construction area to a stabilized discharge point. Vegetation growth should be established in the ditch by seeding or placing sod. Depending on site grades, it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction or drainage swales should conform to the specifications presented in Section 4.4.1 of the King County Surface Water Design Manual. Temporary pipe systems can also be used to convey stormwater across the site: 11) The applicant shall provide on-site sediment retention for collected runoff. Depending on the contributory area of the runoff, adequate on-site sediment retention can be provided by perimeter protection controls (i.e. silt fencing). However, for larger areas, it may be necessary to construct an on-site sediment trap or settling pond to reduce the amount of suspended solids in the runoff prior to discharge. Specifications for design and construction of a sediment trap and settling pond are presented in Section D of the King County Surface Water Design Manual. 12) The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site. 13) The applicant shall coordinate with City staff to investigate alternative methods (other than the proposed birdcage)to better reduce the velocity and dissipate energy from the stormwater outfall, prior to discharge to the Cedar River. The method selected shall be subject to the approval of the Development Services Division, prior to issuance of construction permits. 14) The applicant shall pay the applicable Fire Mitigation Fee at a rate of $388 per multi-family residential unit, and $0.52 per square feet for the proposed recreation buildings. The Fire Mitigation Fee is due prior to the issuance of a building permit. 15) The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 for each new average weekday trip attributable to the project. This fee is payable prior to the issuance of a building permit. 16) The applicant shall pay the applicable Parks Mitigation Fee, equivalent to $354.51 per multi- family residential unit. Credit for up to one-third the required mitigation fee may be allowed for provision of on-site recreation facilities, as approved by the Parks Department. The Parks Mitigation Fee is payable prior to the issuance of a building permit. Kensington Crest Condominiums LUA-98-161,SA-H,CU-H,V-H,SM,ECF Advisory Notes (continued) Page 2 6. Recommend a minimum of two exterior parking stalls per unit and one guest.parking stall per unit The Renton Fire Department fully recommends approval of applicants request for a deviation from the maximum number of parking stalls allowed as it comes close to meeting our recommendations. Plan Review-General 1. All plans shall be tied to the City of Renton Survey Control Network. 2. All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a registered Civil Engineer. 3. Permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvement is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,000 but less than $200,000, and 3% of anything over $200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are-issued. There may be additional fees for water service related expenses. Refer to the Drafting Standards. Plan Review-Water • - , 1. This site is located in Aquifer Protection Zone 2. 2. This site located in the 590 pressure zone and the 490 pressure zone. - 3. A looped 12"watermain extension will be required by this project. 4. Per the City of Renton Fire Prevention the preliminary fire flow is 2500 GPM. 5. A drawing was-submitted with the formal application. This drawing shows a watermain system, on the site with a second point of connection outside of the site. This conceptual location of the watermain is acceptable subject to it being a 12"watermain (plan currently shows an 8" main) and subject to the applicant securing all necessary easements and providing detailed engineering construction drawings prior to the issuance of a construction permit. 6. Any new construction must have a fire hydrant capable of delivering a minimum of 1,000 GPM. Per the code the primary hydrant is required to be within 150 feet of the structure with the secondary hydrants installed within 300 feet of the structure. This distance is measured along a travel route. Additional fire hydrants will be required as a part of this project to meet this criteria. 7. The water Special Utility Connection Charge fees have been paid by an earlier agreement. Plan Review-Wastewater 1. This project may have a private sanitary sewer system which may include, if deemed necessary by the engineer, a design to pump the sewer into the City sanitary sewer main in Royal Hill Drive. The lift station will be reviewed at the design plan review phase of the project for conformance with DOE and City standards. If a lift station is required, the maintenance of the facility would be the responsibility of the condominium owners. The CC&Rs for the proposal should reference that maintenance of a lift station would be the responsibility of the homeowners. 2. This project is not required to install a main to pick up the sanitary sewer main flows at Falcon Ridge. 3. The conceptual sanitary sewer plan appears to be in order.. 4. Applicant needs to research all existing easements of record. 5. Sewer Special Utility Connection Charge fees have been paid by an earlier agreement. Plan Review-Stormwater 1. A Level 1 Downstream Drainage Analysis, stamped by a Professional Engineer as required, was submitted. - Kensington Crest Condominiums LUA-98-161,SA-H,CU-H,V-H,SM,ECF Advisory Notes (continued) Page 3 2. Both the conceptual storm plan and the Level 1 recommend the use of a wetvault and a biofiltration system. 3. The storm conceptual plan appears to be in order subject to the applicant securing all the necessary easements. 4. The storm drainage system shall be a tightlined system down the slope to the river. 5. The January 1999 Geotechnical Report submitted states, "... the proposed alignment extends north from near the northwest corner of the proposed multi-family residential development." This is inconsistent with the Level 1 submitted which included a copy of the City's storm system inventory book with the site outlined on it and a line drawn to the east down to the river labeled "Discharge Point". 6. The Surface Water System Development Charges (SDC) fees of$0.129 per square foot of new impervious area (but not less than $385.00) applies to the proposed project. This fee will be collected prior to the issuance of a construction permit. Plan Review-Street Improvements 1. The applicant shall be responsible for full street improvements to the property frontage along SE Royal Hills Drive. 2. Channelization plans, street lighting plans and street improvement plans.and profile shall be submitted for civil review. • 3. All new electrical, phone and cable services and lines must be undergrounded. 4. The Traffic Mitigation Fee of$96,690 shall be paid prior to issuance of a building permit. Parks and Recreation 1. A Parks Mitigation Fee would apply to the proposal at the rate of $354.51 per each multi-family residential unit. Previous donation of recreational easement was recorded under CAG-045-87 and was to offset System Development Charges and connection fees, not Parks Mitigation Fees. Building Construction 1.1 The applicant shall follow the 1997 Uniform Building Code and State Amendments for accessibility. 2. !Steep slope setbacks should be maintained per the soils report. • ►/ / . ,--- CITY OF RENTON d DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA-98-161,SA-H,CU-H,V-H,SM,ECF APPLICANT: Dick Butko/Bealko, Inc. PROJECT NAME: Kensington Crest Condominiums DESCRIPTION OF PROPOSAL: Proposal to develop a 64-acre site with a condominium complex, including a total of 205 units (103 townhouses and 102 flat units) that would be developed on approximately 16 acres of the site. A nearly one-acre village green in the central portion of the site would include a sports court, picnic area and open recreation area. The proposal also includes a community building for residents. A total of 558 parking spaces would be provided in surface lots, on driveway aprons, in carports and garages. The proposal also includes a recreation vehicle parking area. Access to the site would be via a private street boulevard off Royal Hills Drive. A secondary, emergency access would be located east of the main access, also connecting to Royal Hills Drive. A variance from the Land Clearing and Tree Cutting Regulations is also required for disturbance of slopes greater than 40%.- In addition, a Shoreline Substantial Development Permit is required in order to install a stormwater line within 200 feet of the Cedar River. LOCATION OF PROPOSAL: 3500 SE Royal Hills Drive ' LEAD AGENCY: City of Renton Department of Planning/Building/Public Works Development Planning Section The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. Appeals of the environmental determination must be filed in writing on or before 5:00 PM September 27, 1999. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. PUBLICATION DATE: September 13, 1999 DATE OF DECISION: September 07, 1999 SIGNATURES: J°�/�� ATE /7/ 7? i�ime an,Administrator D Depag mint f Planning/Building/Public Works Jird Shephe15/ , strator DAlt(7(" 4t /Community Se i Xf2,_le,..-,44/- er, Fire Chief DATE Renton Fire Department J DNSMSIG . CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-98-161,SA-H,CU-H,V-H,SM,ECF APPLICANT: Dick Butko/Bealko, Inc. PROJECT NAME: Kensington Crest Condominiums DESCRIPTION OF PROPOSAL: Proposal to develop a 64-acre site with a condominium complex, including a total of 205 units (103 townhouses and 102 flat units) that would be developed on approximately 16 acres of the site. A nearly one-acre village green in the central portion of the site would include a sports court, picnic area and open recreation area. The proposal also includes a community building for residents. A total of 558 parking spaces would be provided in surface lots, on driveway aprons, in carports and garages. The proposal also includes a recreation vehicle parking area. Access to the site would be via a private street boulevard off.Royal Hills Drive. A secondary, emergency access would be located east of the main access;"also connecting to Royal;Hills Drive. A variance from the Land Clearing and Tree Cutting Regulations is also required for disturbance of slopes greater than 40%. In addition, a Shoreline Substantial Development Permit is required in order to install a stormwater line within 200 feet of the Cedar River. LOCATION OF PROPOSAL: 3500 SE Royal Hills Drive MITIGATION MEASURES: 1) The applicant shall follow the recommendations of the Report of Geotechnical Consultation, Proposed Parker Planned Unit Development, Renton, Washington, for Parker PUD Partnership prepared by GeoEngineers, Inc. dated 1985 as amended by Geotechnical Consultation Report Update, Kensington Crest Development, dated October 8, 1998, and Geotechnical Services, Discharge Pipe Alignment Evaluation, Kensington Crest Development, dated January 28, 1999, with regard to any site disturbance, preparation, or development activities, including building setbacks from steep slope areas. 2) The applicant shall retain a qualified engineering geologist to observe installation of all erosion and sedimentation measures at the site. The engineering geologist shall make periodic visits to the site to observe site conditions and to verify the performance of the installations. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revisionto either maintenance schedules or installation shall be submitted by the project engineer of record to the Public Works Inspector. 3) The applicant shall identify the project clearing limits on the project drawings prior to the issuance of the construction permit, and in the field prior to initiating site work. 4) The applicant shall limit site disturbance including clearing, grading, utility, and roadwork activities to occur during the relatively dry months (April through October). If possible; site clearing and grading should be performed in stages, with successive stages not being cleared until erosion control measures•of.the previous stage are in place. 5) The applicant shall,designate staging areas for temporary stockpiles of excavated soil prior to the initiation of project construction. Excavated soils shall not be placed on or adjacent to site slopes. ?t-'T1_ } Kensington Crest Condominiums . - LUA-98-161,SA-H,CU-H,V-H,SM,ECF Mitigation Measures (continued) Page 2 of 2 6) The applicant shall provide cover for temporary cut slopes and soil stockpiles during periods of inactivity. Temporary cover may consist of durable plastic sheeting that is securely anchored to the ground surface or straw mulch. Plastic sheeting should be placed and anchored as specified in Section D.4.2.3 of the King County Surface Water Design Manual (SWDM) - Appendix D. Mulch application shall conform to guidelines outlined in Section D.4.2.1 of the SWDM, Appendix D. 7) The applicant shall establish permanent cover over exposed areas that will not be worked for a period of 30 days or more by seeding in conjunction with a mulch cover or appropriate hydroseeding. Site seeding should conform to the specifications presented in Section D.4.2.4 of the King County Surface Water Design Manual,Appendix D. 8) The applicant shall provide stabilized construction entrances as specified in Section D.4.4.1 of the King County Surface Water Design Manual,Appendix D, prior to the initiation of site clearing. 9) The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated, and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the King County Surface Water Design Manual,Appendix D. 10) The applicant shall construct shallow drainage swales to intercept surface water flow and route the flow away from the construction area to 'a stabilized discharge point. Vegetation growth should be established in the ditch by seeding or placing sod. Depending on site grades, it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction or drainage swales should conform to the specifications presented in Section 4'.4.1 of the King County Surface Water Design Manual. Temporary pipe systems can also be used to convey stormwater across the site:°',`, 11) The applicant shall provide on-site sediment.retention for collected runoff. Depending on the contributory area of the runoff, adequate on-site sediment retention can be provided by perimeter protection controls (i.e. silt fencing). However,for larger areas, it may be necessary to construct an on-site sediment trap or settling pond to reduce the amount of suspended solids in the runoff prior to discharge. Specifications for design and construction of a sediment trap and settling pond are presented in Section D of the King County Surface Water Design Manual. 12) The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site. 13) The applicant shall coordinate with City staff to investigate alternative methods (other than the proposed birdcage)to better reduce the velocity and dissipate energy from the stormwater ouffall, prior to discharge to the Cedar River. The method selected shall be subject to the approval of the Development Services Division, prior to issuance of construction permits. 14) The applicant shall pay the applicable Fire Mitigation Fee at a rate of $388 per multi-family • residential unit, and $0.52 per square feet for the proposed recreation buildings. The Fire Mitigation Fee is due prior to the issuance of a building permit. 15) The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 for each new average weekday trip attributable to the project. This fee is payable prior to the issuance of a building permit. 16) The applicant shall pay the applicable Parks Mitigation Fee, equivalent to $354.51 per multi- family residential unit. Credit for up to one-third the required mitigation fee may be allowed for provision of on-site recreation facilities, as approved by the Parks Department. The Parks Mitigation Fee is payable prior to the issuance of a building permit. _ 'i'ta, •., ._... a _a -- .. • CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-98-161,SA-H,CU-H,V-H,SM,ECF APPLICANT: Dick Butko/Bealko, Inc. PROJECT NAME: Kensington Crest Condominiums DESCRIPTION OF PROPOSAL: Proposal,to develop a 64-acre site with a condominium complex, including a total of 205 units (103 townhouses and 102 flat units) that would be developed on approximately 16 acres of the site. A nearly one-acre village green in the central portion of the site would include a sports court, picnic area and open recreation area. The-proposal also includes a community building for residents. A total of 558 parking spaces would be provided in surface lots, on driveway aprons, in carports and garages. The proposal also includes a recreation vehicle parking area. Access to the site would be via a private street boulevard off Royal Hills Drive. A secondary, emergency access would be located east of the main access, also connecting to Royal Hills Drive. A variance from the Land Clearing and Tree Cutting Regulations is also required for disturbance of slopes greater than 40%. In addition, a Shoreline Substantial Development Permit is required in order to install a stormwater line within 200 feet of the Cedar River. LOCATION OF PROPOSAL: I 3500 SE Royal Hills Drive Advisory Notes to Applicant: - The following. notes are supplemental information provided ,in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Police Department 1. The Police Department estimates that the proposal would result in approximately 202 police calls for service(cfs)annually. Fire Prevention 1. The preliminary fire flow required is 2,500 gallons per minute. Three fire hydrants are required for each building. The primary hydrant is required to be within 150 feet of the structures and the secondary hydrants are required within 300 feet of the structures. The water plans submitted do not meet these requirements. 2. An approved fire sprinkler system shall be installed throughout all multi-family structures that exceed two stories and/or 4 units. This appears to include proposed Buildings No. 32 through Building 48 (or 17 buildings.total). 3. An approved fire alarm system shall be installed throughout all structures. 4. City ordinance requires a minimum of two access roadways from Southeast Royal Hills Drive into this project. Access roadways shall meet fire department requirements for 20-feet width and turning radius of 25-feet inside and 45-feet outside. Dead-end access roadways shall not exceed 150-feet unless an approved turnaround is provided. Roadways shall be signed as fire lanes per city ordinance. Recommend that streets be built to city street standards due to the estimated population and traffic use. 5: If applicant desires to phase the project as proposed, the full secondary access roadway and most of the water mains would be required to installed during the first phase. i ' Kensington Crest Condominiums= • LUA-98-161,SA-H,CU-H,V-H,SM,ECF Advisory Notes (continued) Page 2 6. Recommend a minimum of two exterior parking stalls per unit and one guest parking stall per unit. The Renton Fire Department fully recommends approval of applicants request for a deviation from the maximum number of parking stalls allowed as it comes close to meeting our recommendations. Plan Review-General 1. All plans shall be tied to the City of Renton Survey Control Network. 2. All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a registered Civil Engineer. 3. Permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvement is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,000 but less than $200,000, and 3% of anything over $200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. Refer to the Drafting Standards. . - Plan Review-Water 1. This site is located in Aquifer Protection Zone 2. 2. This site located in the 590 pressure zone and the 490 pressure zone. 3. A looped 12"watermain extension will be required by this project.4. Per the City of Renton Fire.Prevention the preliminary fire flow is 2500 GPM. 5. A drawing was.submitted with the formal application. This drawing shows a watermain system on the site with.a second point of connection outside of the site.This conceptual location of the watermain is acceptable subject to it being a 12" watermain (plan currently shows an 8" main) and subject to the applicant securing all necessary easements and providing detailed engineering construction drawings prior to the issuance of a construction permit. 6. Any new construction must have a fire hydrant capable of delivering--a minimum of 1,000 GPM. Per the code the primary hydrant is required to be within 150 feet of the structure with the secondary hydrants installed within 300 feet of the structure. This distance is measured along a travel route. Additional fire hydrants will be required as a part of this project to meet this criteria. 7. The water Special Utility Connection Charge fees have been paid by an earlier agreement. Plan Review-Wastewater 1. This project may have a private sanitary sewer system which may include, if deemed necessary by the engineer, a design to pump the sewer into the City sanitary sewer main in Royal Hill Drive. The lift station will be reviewed at the design plan review phase of the project for conformance with DOE and City standards. If a lift station is required, the maintenance of the facility would be the responsibility of the condominium owners. The CC&Rs for the proposal should reference that maintenance of a lift station would be the responsibility of the homeowners. 2. This project is not required to install a main to pick up the sanitary sewer main flows at Falcon Ridge. 3. The conceptual sanitary sewer plan appears to be in order. 4. Applicant needs to research all existing easements of record. 5. Sewer Special Utility.Connection Charge fees have been paid by an earlier agreement. Plan Review-Stormwater 1. A Level 1 Downstream Drainage Analysis, stamped by a Professional Engineer as required, was submitted. Kensington Crest Condominiums LUA-98-161,SA-H,CU-H,V-H,SM,ECF Advisory Notes (continued) Page 3 2. Both the conceptual storm plan and the Level 1 recommend the use of a wetvault and a biofiltration system. 3. The storm conceptual plan appears to be in order, subject to the applicant securing all•the necessary easements. . 4. The storm drainage system shall be a tightlined system down the slope to the river. 5. The January 1999 Geotechnical Report submitted states, "... the proposed alignment extends • north from near the northwest corner of the proposed multi-family residential development." This is inconsistent with the Level 1 submitted which included a copy of the. City's storm system inventory book with the site outlined on it and a line drawn to the east down to the river labeled "Discharge Point". 6. The Surface Water System Development Charges (SDC)fees of$0.129 per square foot of new impervious area (but not less than $385.00) applies to the proposed project. This fee will be collected prior to the issuance of a construction permit. Plan Review-Street Improvements 1. The applicant shall be responsible for full street improvements to the property frontage along SE Royal Hills Drive. 2: Channelization plans, street lighting plans and street improvement plans and profile shall be submitted for civil review. 3. All new electrical, phone and cable services and lines must be undergrounded. 4. The Traffic Mitigation Fee of$96,690 shall be paid prior to issuance of a building permit. Parks and Recreation - 1. A Parks Mitigation Fee would apply to the proposal at the rate of $354.51= per each multi-family residential unit. Previous donation of recreational easement was recorded under CAG-045-87 and was to offset System Development Charges and connection fees,:not Parks Mitigation Fees. Building Construction _ 1: The applicant shall follow the 1997 Uniform Building Code and State Amendments for accessibility. 2. Steep slope setbacks should be maintained per the soils report. NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE RENTON, WASHINGTON The Environmental Review Committee (ERC) has issued a Determination of Non-Significance - Mitigated for the following project under the authority of the Renton Municipal Code. KENSINGTON CREST CONDOS LUA-98-161,SA,CU,V,SM,ECF Proposal to develop a 64 acre site with a condominium complex. Location: 3500 SE Royal Hills Drive. Appeals of the environmental determination must be filed in writing on or before 5:00 PM September 27, 1999. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting in the Council Chambers on the seventh floor of City Hall, on October 5, 1999, at 9:00 AM to consider the site approval, conditional use permit and variance. If the Environmental Determination is appealed, the appeal will be heard as part of this public hearing. Interested parties are invited to attend the public hearing Publication Date: September 13, 1999 Account No. 51067 dnsmpub.dot ,. . .__. . _ • • NoTlicE . . ENVIRONMENTAL DETERMINATION POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: KENSINGTON CREST CONDOMINIUMS PROJECT NUMBER: LUA.98.181,SA,CU,V,SM,ECF Proposal to develop a 64-acre site with a condominium complex,Including a total of 205 units(103 townhouses end 102 flat units)that would be developed on approximately 16 eves of the site.A nearly one-acre village green in the central portion of the site would Include a sports court,picnic area and open recreation area.The proposal also includes a community building for residents.A total of 558 parking spaces would be provided In surface lots, on driveway aprons,in carports and garages.The proposal also includes a recreation vehicle parking area. • Access to the site would be via a private skeet boulevard off Royal Hills Drive.A secondary,emergency access would be located east of the main access,also connecting to Royal Hills Drive.A variance from the Land I Clearing and Tree Cuffing Regulations Is also required for disturbance of slopes greater than 40%.In addition,a Shoreline Substantial Development Permit Is required in order to install a stormwater line within 200 feet of the Cedar River.Location:3500 SE Royal Hills Drive. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC)HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals of the environmental determination must be filed In writing on or before 5:00 PM September 27, 999.. ' Appeals must be filed hi writing together with the required$75.00 application fee with:Hearing Examiner,City of Renton,1055 South Grady Way,Renton,WA 98055. Appeal.to the Examiner are governed by City of Renton MunWpat Code Section 4-8-11B.Additional Information regarding the appeal process may bo oblalned'lrom the Renton City Clerk's Office,N25p130 6sto. A Public Hearing will be hold by tho Renton Hearing Examiner at his regular mooting in the Council Chambers on the 7th floor of City Hall,1055 south Brady way,Renton,Washington,on October 5,1999,at 9:00 AM to conetdor • the'Conditional Use Permit".If the Environmental Determination Is appealed,the appeal will be heard as part of • this public hearing. • • l.' BROOMMT M I , • ac ax s1. .- 1 i y �� SITE ` 4 r• SC ROM ILLS IA / 4 9,4 D• - 4' . • ..... DS 3 t g F KENSINGTON'CREST. VICINITY MAP • R (NOT TO SCAT El • • FOR FURTHER INFORMATION,PLEASE CONTACT THE CITY OF RENTON,DEVELOPMENT • SERVICES DIVISION AT(425)430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION )400."• Please Include the project NUMBER when calling for proper file Identification. I • • CERTIFICATION • • I, ;j0E(C,¢kCp eEkut ,hereby certify that 5 copies of the above document were posted by me in S conspicuous places on or nearby the described property on • STs frI 2.- 1 igg1 • • . Signed: it--,6relATTEST: Subcribed and sworn before me,a Nortary Public, an the State of Washington residing in {�t�,2 ,9,, ,on the 11{ day of A44, j G C,� , 4) MARILYN KAMCHEFF . --�-n at ,� ke.,7v.) NOTARY PUBLIC I gT0A-51A-EmIpsFST:toTHEt,;TRotEgI i JUNE 29, 2003 • ,i.._,.,_v--..,. . ---- . ., . ...E MARILYN KAMCHEFF . MY APPOINTMENT EXPIRES:6-29-03 r- City of Renton • STAFF Department of Planning/Building/Public Works REPORT ENVIRONMENTAL REVIEW COMMITTEE A. BACKGROUND ERC MEETING DATE September 7, 1999 Project Name Kensington Crest Condominiums Applicant Dick Butko Bealko, Inc. PO Box 3266 Federal Way, WA 98633 File Number LUA-098-161,SA-H, CU-H, V-H, SM, ECF Project Manager Peter Rosen Project Description Proposal to develop a 64-acre site with a condominium complex, including a total of 205 units (103 townhouses and 102 flat units) that would be developed on approximately 19 acres of the site. A nearly one-acre village green in the central portion of the site would include a sports court, picnic area and open recreation area. The proposal also includes two community buildings for residents. A total of 558 parking spaces would be provided in surface lots, on driveway aprons, in carports and garages. The proposal also includes a recreation vehicle parking area. Access to the site would be via a private street boulevard off Royal Hills Drive. A secondary, emergency access would be located east of the main access, also connecting to Royal Hills Drive. The site is encumbered by steep slopes and powerline easements. Approximately 5.38 acres of steep slope areas (exceeding 40%) are located primarily along the east, west and north boundaries of the site. The proposal avoids disturbance of the steep slopes except for installation of utility lines; a stormwater line off the east end of the site, a water line to the west, and a sanitary sewer line to the south. Powerline easements (approximately 7.9 acres) cross through the center of the site. Buildings are prohibited under the powerline easements and the proposal utilizes this area for parking and the village green. The proposal requires a conditional use permit for extension of a stormwater line through greenbelt-designated areas with slopes exceeding 40%. In addition, a Shoreline Substantial Development Permit is required in order to install a stormwater line within 200 feet of the Cedar River. A variance from the Land Clearing and Tree Cutting Regulations is required for disturbance of steep slopes (greater than 40%), necessary for the extension of utility lines. Project Location 3500 SE Royal Hills Drive Exist. Bldg. Area gsf N/A Proposed New Bldg. Area gsf 249,484 s. f. Site Area 64 acres Total Building Area gsf 249,484 s. f. RECOMMENDATION Staff recommends that the Environmental Review Committee issue a Determination of Non-Significance-Mitigated(DNS-M). Project Location Map ercrpt2 City of Renton P/B/PW Department Environmil Review Committee Staff Report KENSINGTON CREST CONDOMINIUMS LUA. :'61, SA-H, CU-H, V-H, SM,ECF REPORT AND DECISION OF SEPTEMBER 7, 1999 Page 2 of 11 BRONSON014 WAY N NE 4TH ST. . • SI• ' I Jr ,, SITE "''° 4 Goo W Y SE ROYAL HILLS DR 4 i 4. 6 t S u`� zi / Axi KENSINGTON CREST . VICINITY MAP • • (NOT_ TO---SCALE) - ----- -- - - • ercrpt2 City of Renton P/B/PW Department Environmr ;Review Committee Staff Report KENSINGTON CREST CONDOMINIUMS LUA so=;61, SA-H, CU-H, V-H, SM,ECF REPORT AND DECISION OF SEPTEMBER 7, 1999 Page 3 of 11 B. RECOMMENDATION Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials make the following Environmental Determination: DETERMINATION OF X DETERMINATION OF NON-SIGNIFICANCE NON-SIGNIFICANCE-MITIGATED. Issue DNS with 14 day Appeal Period. X Issue DNS-M with 14 day Appeal Period. Issue DNS-M with 15 day Comment Period followed by a 14 day Appeal Period. C. MITIGATION MEASURES 1) The applicant shall follow the recommendations of the Report of Geotechnical Consultation,Proposed Parker Planned Unit Development, Renton, Washington, for Parker PUD Partnership prepared by GeoEngineers, Inc. dated 1985 as amended by Geotechnical Consultation Report Update, Kensington Crest Development, dated October 8, 1998, and Geotechnical Services, Discharge Pipe Alignment Evaluation, Kensington Crest Development, dated January 28, 1999, with regard to any site disturbance, preparation, or development activities, including building setbacks from steep slope areas. 2) The applicant shall retain a qualified engineering geologist to observe installation of all erosion and sedimentation measures at the site. The engineering geologist shall make periodic visits to the site to observe site conditions and to verify the performance of the installations. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to either maintenance schedules or installation shall be submitted by the project engineer of record to the Public Works Inspector. 3) The applicant shall identify the project clearing limits on the project drawings prior to the issuance of the construction permit, and in the field prior to initiating site work. 4) The applicant shall limit site disturbance including clearing, grading, utility, and roadwork activities to occur during the relatively dry months (April through October). If possible, site clearing and grading should be performed in stages, with successive stages not being cleared until erosion control measures of the previous stage are in place. 5) The applicant shall designate staging areas for temporary stockpiles of excavated soil prior to the initiation of project construction. Excavated soils shall not be placed on or adjacent to site slopes. 6) The applicant shall provide cover for temporary cut slopes and soil stockpiles during periods of inactivity. Temporary cover may consist of durable plastic sheeting that is securely anchored to the ground surface or straw mulch. Plastic sheeting should be placed and anchored as specified in Section D.4.2.3 of the King County Surface Water Design Manual (SWDM) -Appendix D. Mulch application shall conform to guidelines outlined in Section D.4.2.1 of the SWDM, Appendix D. 7) The applicant shall establish permanent cover over exposed areas that will not be worked for a period of 30 days or more by seeding in conjunction with a mulch cover or appropriate hydroseeding. Site seeding should conform to the specifications presented in Section D.4.2.4 of the King County Surface Water Design Manual, Appendix D. 8) The applicant shall provide stabilized construction entrances as specified in Section D.4.4.1 of the King County Surface Water Design Manual, Appendix D, prior to the initiation of site clearing. 9) The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated, and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the King County Surface Water Design Manual, Appendix D. ercrpt2 City of Renton P/B/PW Department Environm Review Committee Staff Report KENSINGTON CREST CONDOMINIUMS LUA-ya=i61, SA-H, CU-H, V-H, SM,ECF REPORT AND DECISION OF SEPTEMBER 7, 1999 Page 4 of 11 10) The applicant shall construct shallow drainage swales to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth should be established in the ditch by seeding or placing sod. Depending on site grades, it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction or drainage swales should conform to the specifications presented in Section 4.4.1 of the King County Surface Water Design Manual. Temporary pipe systems can also be used to convey stormwater across the site. 11) The applicant shall provide on-site sediment retention for collected runoff. Depending on the contributory area of the runoff, adequate on-site sediment retention can be provided by perimeter protection controls (i.e. silt fencing). However, for larger areas, it may be necessary to construct an on-site sediment trap or settling pond to reduce the amount of suspended solids in the runoff prior to discharge. Specifications for design and construction of a sediment trap and settling pond are presented in Section D of the King County Surface Water Design Manual. 12) The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site. 13) The applicant shall coordinate with City staff to investigate alternative methods (other than the proposed birdcage) to better reduce the velocity and dissipate energy from the stormwater outfall, prior to discharge to the Cedar River. The method selected shall be subject to the approval of the Development Services Division, prior to issuance of construction permits. 14) The applicant shall pay the applicable Fire Mitigation Fee at a rate of $388 per multi-family residential unit, and $0.52 per square feet for the proposed recreation buildings. The Fire Mitigation Fee is due prior to the issuance of a building permit. 15) The applicant shall pay the applicable Transportation Mitigation Fee at the rate of $75.00 for each new average weekday trip attributable to the project. This fee is payable prior to the issuance of a building permit. 16) The applicant shall pay the applicable Parks Mitigation Fee, equivalent to $354.51 per multi-family residential unit. Credit for up to one-third the required mitigation fee may be allowed for provision of on-site recreation facilities, as approved by the Parks Department. The Parks Mitigation Fee is payable prior to the issuance of a building permit. • ercrpt2 City of Renton P/B/PW Department Environm Review Committee Staff Report KENSINGTON CREST CONDOMINIUMS LUA-:;::=761, SA-H, CU-H, V H, SM,ECF REPORT AND DECISION OF SEPTEMBER 7, 1999 Page 5 of 11 Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Police Department 1. The Police Department estimates that the proposal would result in approximately 202 police calls for service (cfs) annually. Fire Prevention 1. The preliminary fire flow required is 2,500 gallons per minute. Three fire hydrants are required for each building. The primary hydrant is required to be within 150 feet of the structures and the secondary hydrants are required within 300 feet of the structures. The water plans submitted do not meet these requirements. 2. An approved fire sprinkler system shall be installed throughout all multi-family structures that exceed two stories and/or 4 units. This appears to include proposed Buildings No. 32 through Building 48 (or 17 buildings total). 3. An approved fire alarm system shall be installed throughout all structures. 4. City ordinance requires a minimum of two access roadways from Southeast Royal Hills Drive into this project. Access roadways shall meet fire department requirements for 20-feet width.and turning radius of 25-feet inside and 45-feet outside. Dead-end access roadways shall not exceed 150-feet unless an approved turnaround is provided. Roadways shall be signed as fire lanes per city ordinance. Recommend that streets be built to city street standards due to the estimated population and traffic use. 5. If applicant desires to phase the project as proposed, the full secondary access roadway and most of the water mains would be required to installed during the first phase. 6. Recommend a minimum of two exterior parking stalls per unit and one guest parking stall per unit. The Renton Fire Department fully recommends approval of applicants request for a deviation from the maximum number of parking stalls allowed as it comes close to meeting our recommendations. Plan Review-General 1. All plans shall be tied to the City of Renton Survey Control Network. 2. All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a registered Civil Engineer. 3. Permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvement is 5% of the first $100,000 of the estimated construction costs; 4% of anything over$100,000 but less than $200,000, and 3% of anything over$200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. Refer to the Drafting Standards. Plan Review-Water 1. This site is located in Aquifer Protection Zone 2. 2. This site located in the 590 pressure zone and the 490 pressure zone. 3. A looped 12"watermain extension will be required by this project. 4. Per the City of Renton Fire Prevention the preliminary fire flow is 2500 GPM. 5. A drawing was submitted with the formal application. This drawing shows a watermain system on the site with a second point of connection outside of the site. This conceptual location of the watermain is acceptable subject to it being a 12" watermain (plan currently shows an 8" main) and subject to the applicant securing all necessary easements and providing detailed engineering construction drawings prior to the issuance of a construction permit. ercrpt2 City of Renton P/B/PW Department Environmi Review Committee Staff Report KENSINGTON CREST CONDOMINIUMS LUA= °.:c4'61, SA-H, CU-H, V-H, SM,ECF REPORT AND DECISION OF SEPTEMBER 7, 1999 Page 6 of 11 6. Any new construction must have a fire hydrant capable of delivering a minimum of 1,000 GPM. Per the code the primary hydrant is required to be within 150 feet of the structure with the secondary hydrants installed within 300 feet of the structure. This distance is measured along a travel route. Additional fire hydrants will be required as a part of this project to meet this criteria. 7. The water Special Utility Connection Charge fees have been paid by an earlier agreement. Plan Review-Wastewater 1. This project may have a private sanitary sewer system which may include, if deemed necessary by the engineer, a design to pump the sewer into the City sanitary sewer main in Royal Hill Drive. The lift station will be reviewed at the design plan review phase of the project for conformance with DOE and City standards. If a lift station is required, the maintenance of the facility would be the responsibility of the condominium owners. The CC&Rs for the proposal should reference that maintenance of a lift station would be the responsibility of the homeowners. 2. This project is not required to install a main to pick up the sanitary sewer main flows at Falcon Ridge. 3. The conceptual sanitary sewer plan appears to be in order. 4. Applicant needs to research all existing easements of record. 5. Sewer Special Utility Connection Charge fees have been paid by an earlier agreement. Plan Review-Stormwater 1. A Level 1 Downstream Drainage Analysis, stamped by a Professional Engineer as required, was submitted. 2. Both the conceptual storm plan and the Level 1 recommend the use of a wetvault and a biofiltration system. 3. The storm conceptual plan appears to be in order subject to the applicant securing all the necessary easements. 4. The storm drainage system shall be a tightlined system down the slope to the river. 5. The January 1999 Geotechnical Report submitted states, "... the proposed alignment extends north from near the northwest corner of the proposed multi-family residential development." This is inconsistent with the Level 1 submitted which included a copy of the City's storm system inventory .book with the site outlined on it and a line drawn to the east down to the river labeled "Discharge Point". 6. The Surface Water System Development Charges (SDC) fees of $0.129 per square foot of new impervious area (but not less than $385.00) applies to the proposed project. This fee will be collected prior to the issuance of a construction permit. Plan Review-Street Improvements 1. The applicant shall be responsible for full street improvements to the property frontage along SE Royal Hills Drive. 2. Channelization plans, street lighting plans and street improvement plans and profile shall be submitted for civil review. 3. All new electrical, phone and cable services and lines must be undergrounded. 4. The Traffic Mitigation Fee of$96,690 shall be paid prior to issuance of a building permit. Parks and Recreation 1. A Parks Mitigation Fee would apply to the proposal at the rate of$354.51 per each multi-family residential unit. Previous donation of recreational easement was recorded under CAG-045-87 and was to offset System Development Charges and connection fees, not Parks Mitigation Fees. Building Construction 1. The applicant shall follow the 1997 Uniform Building Code and State Amendments for accessibility. ercrpt2 City of Renton P/B/PW Department Environm; Review Committee Staff Report KENSINGTON CREST CONDOMINIUMS LUA-. .:= 61, SA-H, CU-H, V-H, SM,ECF REPORT AND DECISION OF SEPTEMBER 7, 1999 Page 7 of 11 2. Steep slope setbacks should be maintained per the soils report. D. ENVIRONMENTAL IMPACTS In compliance with RCW 43.21 C. 240, the following project environmental review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. 1. Earth Impacts: A slope analysis of the site was prepared by Centre Pointe Surveying (June 1998, revised October 5, 1998). The slope analysis indicates three categories of slope ranges on the site: 1) areas of 0 - 25% slope; 2) areas of 25% - 40% slope; and 3) areas 40% and over. The predominant steep slopes on the site are located along the west, north and east boundaries of the property. According to the slope analysis, there is a total of 5.38 acres of slopes exceeding a 40% grade. This steep slope area has been subtracted from the gross site area for the purpose of calculating the net density on the site. Land Clearing and Tree Cutting Regulations restrict clearing on slopes over 40%. The proposal is designed to largely avoid disturbance of the steep slopes, except where necessary for installation of a stormwater line off the east end of the site toward the Cedar River, a water line to the west, and a sanitary sewer line to the south. The applicant is requesting approval of a variance for clearing of these slopes. One of the grading plan sheets (sheet 15 of 18) also shows several small areas of steep slopes interior to the site that would be disturbed by the development. These steep slope areas are mostly man-made, created by past grading on the site. The variance request should be revised to include these areas as well. The proposal would result in extensive clearing and grading of the site in order to prepare.the site for development, install utilities and roads, and create building pads. The applicant estimates that 61,250 cubic yards of material would be cut and 60,000 cubic yards would be filled. Approximately 15,000 cubic yards of topsoil would be removed from the site. The applicant submitted a geotechnical report for the subject site based on a previous proposal for the Parker PUD. The report, by GeoEngineers, Inc., is titled Report of Geotechnical Consultation, Proposed Parker Planned Unit Development, dated September 26, 1985. A letter from GeoEngineers, Inc. (dated October 8, 1998) concludes that the information presented in the 1985 report is still applicable to the present day site conditions. During review of the project, staff requested additional information regarding the applicant's proposal for installation of a stormwater line on the steep slope from the project site to the Cedar River. GeoEngineers Inc. provided a subsequent letter dated January 28, 1999 evaluating the alignment of the discharge pipe. GeoEngineers, Inc. has also confirmed (letter dated March 24, 1999) that the building setbacks indicated on the proposed site plan are consistent with the setbacks recommended in the 1985 geotechnical report. An analysis of the slope stability of the Cedar River Valley Wall was conducted as part of the 1985 geotechnical report. The result of the analysis indicates that the uppermost portion of the slope has a low factor of safety against sliding. If potential slides occurred, the slide could extend for a horizontal distance of 25 feet southward (inland) of the crest of the steepest portion of the slope. The report recommends a minimum building setback of 40 feet from the crest of the steepest portion of the slope, along the northeast portion of the property. A setback of 25 feet is recommended where the slope is less steep, along the north and west portions of the site. Evidence of unstable slope conditions was observed during 1985 site reconnaissance on the northeast slope. The observed evidence included a nearly vertical segment that could have been created by shallow sloughing or by weakening of the soils due to emerging seepage. The report notes that this instability appeared in only a limited area. Since the proposed stormwater line would be located on the same slope, staff requested additional information from the applicant regarding the stability of the slope. Subsequent documentation based on a field visit in January 1999 indicates that the proposed utility corridor would be located on a 44 to 53% slope. The existing condition of the 50 to 70-foot wide cleared portion of the slope within the utility corridor was evaluated. It appears that shallow soil creep occurs on the slope, but there's no evidence of deep slope instability on or adjacent to this portion of the pipeline alignment. No past or present geologic hazards or concerns along the proposed stormwater discharge pipeline alignment were discovered. ercrpt2 City of Renton P/B/PW Department Environm Review Committee Staff Report • KENSINGTON CREST CONDOMINIUMS LUA=.::,=:61, SA-H, CU-H, V H, SM,ECF REPORT AND DECISION OF SEPTEMBER 7, 1999 Page 8 of 11 The geotechnical report states that conventional grading techniques are appropriate for the proposed development. Near surface soils could be used for placement and compaction as structural fill. However, it is recommended that grading occur during dry weather conditions since some of the soils are expected to be silty and therefore, moisture sensitive. Cut and fill slopes could be shaped in accordance with standard Uniform Building Code specifications. If the applicant intends to grade steeper slopes than the code states, specific explorations and analysis would be necessary. Rockery construction consistent with King County standards is considered appropriate. The geotechnical report also addresses potential erosion issues. The report notes that it is important to avoid any concentration of surface water flow on the steep slope portion of the site. All surface water in that area should be collected and disposed of through a closed system. Erosion protection of the in-place or regraded soils should be provided by the application of rockery walls, gravel blankets, landscaping or hydroseeding to establish appropriate cover. Erosion and sedimentation could occur on the project site and potentially affect off-site areas during grading and filling operations. Staff recommends specific mitigation measures to address potential erosion impacts, measures that go beyond the standard requirements of City Code and the King County Surface Water Drainage Manual. The geotechnical report recommends the use of conventional foundations for proposed buildings and structures. The report recommends additional geotechnical consultation to determine the specifics of foundation design and to conduct additional soil explorations, depending on the location and configuration of the structures. The report concludes that the proposed development would not impose an adverse geotechnical impact to the subject or adjacent properties to the north and east provided that these concerns and the solutions are properly considered. Mitigation Measures: 1) The applicant shall follow the recommendations of the Report of Geotechnical Consultation, Proposed Parker Planned Unit Development, Renton, Washington, for Parker PUD Partnership prepared by GeoEngineers, Inc. dated 1985 as amended by Geotechnical Consultation Report Update, Kensington Crest Development, dated October 8, 1998, and Geotechnical Services, Discharge Pipe Alignment Evaluation, Kensington Crest Development, dated January 28, 1999, with regard to any site disturbance, preparation, or development activities, including building setbacks from steep slope areas. 2) The applicant shall retain a qualified engineering geologist to observe installation of all erosion and sedimentation measures at the site. The engineering geologist shall make periodic visits to the site to observe site conditions and to verify the performance of the installations. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to either maintenance schedules or installation shall be submitted by the project engineer of record to the Public Works Inspector. 3) The applicant shall identify the project clearing limits on the project drawings prior to the issuance of the construction permit, and in the field prior to initiating site work. 4) The applicant shall limit site disturbance including clearing, grading, utility, and roadwork activities to occur during the relatively dry months (April through October). If possible, site clearing and grading should be performed in stages, with successive stages not being cleared until erosion control measures of the previous stage are in place. 5) The applicant shall designate staging areas for temporary stockpiles of excavated soil prior to the initiation of project construction. Excavated soils shall not be placed on or adjacent to site slopes. 6) The applicant shall provide cover for temporary cut slopes and soil stockpiles during periods of inactivity. Temporary cover may consist of durable plastic sheeting that is securely anchored to the ground surface or straw mulch. Plastic sheeting should be placed and anchored as specified in Section D.4.2.3 of the King County Surface Water Design Manual (SWDM) -Appendix D. Mulch application shall conform to guidelines outlined in Section D.4.2.1 of the SWDM, Appendix D. 7) The applicant shall establish permanent cover over exposed areas that will not be worked for a period of 30 days or more by seeding in conjunction with a mulch cover or appropriate hydroseeding. Site seeding should conform to the specifications presented in Section D.4.2.4 of the King County Surface Water Design Manual, Appendix D. 8) The applicant shall provide stabilized construction entrances as specified in Section D.4.4.1 of the King County Surface Water Design Manual, Appendix D, prior to the initiation of site clearing. ercrpt2 City of Renton P/B/PW Department Environm Review Committee Staff Report • KENSINGTON CREST CONDOMINIUMS LUA '61, SA-H, CU-H, V-H, SM,ECF REPORT AND DECISION OF SEPTEMBER 7, 1999 Page 9 of 11 9) The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence should be in place before clearing and grading is initiated, and should be constructed in conformance with the specifications presented in Section D.4.3.1 of the King County Surface Water Design Manual, Appendix D. 10) The applicant shall construct shallow drainage swales to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth should be established in the ditch by seeding or placing sod. Depending on site grades, it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction or drainage swales should conform to the specifications presented in Section 4.4.1 of the King County Surface Water Design Manual. Temporary pipe systems can also be used to convey stormwater across the site. 11) The applicant shall provide on-site sediment retention for collected runoff. Depending on the contributory area of the runoff, adequate on-site sediment retention can be provided by perimeter protection controls(i.e. silt fencing). However, for larger areas, it may be necessary to construct an on-site sediment trap or settling pond to reduce the amount of suspended solids in the runoff prior to discharge. Specifications for design and construction of a sediment trap and settling pond are presented in Section D of the King County Surface Water Design Manual: 12) The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site. Nexus: Mining, Excavation and Grading Ordinance, Environmental (SEPA) Ordinance, Land Clearing and Tree Cutting Ordinance, Greenbelt Regulations. 2. Water Impacts: The applicant has submitted a Level 1 Downstream Drainage Analysis, prepared by DBM Consulting Engineers (dated January 4, 1999). The report describes the existing vegetative cover, slopes and soil types. According to the report, the majority of the site drains via sheet flow to the northeast, until reaching steep slopes. There are several small swales existing on the site which intercept the sheet flow during storm events. The proposed drainage system would convey stormwater in pipes. Detention would be performed with wetvaults to treat the northern portion of the site, while the southern portion would have a detention pond followed by a bioswale for water quality. Release rates would match the existing (predevelopment) for the 2-year, 10-year and 100-year storm events. The two detention systems would be connected and routed to the Cedar River. Due to the extreme slopes leading to the Cedar River, Drisco pipe is proposed to be installed above ground and anchored to the hill. A birdcage is proposed at the end of the stormwater line to reduce the discharge velocity prior to entering the Cedar River. There may be other methods or techniques to better dissipate the energy from the stormwater outfall. The applicant should coordinate with City staff to investigate other methods to reduce velocities and dissipate energy from the stormwater outfall: Mitigation Measures: The applicant shall coordinate with City staff to investigate alternative methods (other than the proposed birdcage) to better reduce the velocity and dissipate energy from the stormwater outfall, prior to discharge to the Cedar River. The method selected shall be subject to the approval of the Development Services Division, prior to issuance of construction permits. Nexus: Environmental (SEPA) Ordinance. 3. Fire Prevention Impacts: The proposed development of 205 multi-family units would potentially impact the City's Fire Department. All new development in the City is subject to a Fire Mitigation Fee. The fee is assessed at a rate of $388 per each new multi-family residential unit, and $0.52 per square foot for the proposed recreation buildings. The Fire Mitigation Fee is estimated to be $79,540 (205 units x $388 = $79,540). The proposed recreation buildings would be subject to a Fire Mitigation Fee equivalent to $0.52 per square foot. The fee for the recreation center is estimated to be $1,275.04 (2,452 s.f. x $0.52 = $1,275.04). The Fire Mitigation Fee is due prior to issuance of a building permit. ercrpt2 City of Renton P/B/PW Department Environm 'Review Committee Staff Report KENSINGTON CREST CONDOMINIUMS LUA=.::=:61, SA-H, CU-H, V-H, SM,ECF REPORT AND DECISION OF SEPTEMBER 7, 1999 Page 10 of 11 As discussed in the Notes to the Applicant (above) the applicant will need to revise utility plans to provide fire hydrants such that the primary hydrant is within 150 feet of the structure and the secondary hydrants are within 300 feet of the structures. Mitigation Measures: The applicant shall pay the applicable Fire Mitigation Fee at a rate of$388 per multi-family residential unit, and $0.52 per square feet for the proposed recreation buildings. The Fire Mitigation Fee is due prior to the issuance of a building permit. Nexus: Environmental (SEPA) Ordinance, Fire Mitigation Fee Resolution 4. Transportation Impacts: Access to the site would be via a private street boulevard off Royal Hills Drive. A secondary, emergency access would be located east of the main access, also connecting to Royal Hills Drive. A traffic report prepared by William Popp Associates (dated November 21, 1997, amended October 1, 1998 and April 12, 1999) was submitted with the project application. The report concludes that average weekday traffic (AVVT) volumes in the vicinity of the Puget Drive/Edmonds Avenue intersection have been declining on average throughout a nine-year period and traffic volumes and level of service results are not expected to change significantly in the foreseeable future. The results of the updated A.M. and P.M. peak hour level of service analysis indicates that the Puget Drive/Edmonds Ave. SE intersection would operate at a very satisfactory level with the traffic impacts from the project and mitigation is not warranted based on level of service. However, based on field observations, it appears that some modifications to the intersection would improve traffic operations over the current condition. The report recommends reconstruction of the intersection's northwest corner to provide a designated right-turn lane around the,corner that would merge into the westbound lane on Puget Drive. Staff has determined that project impacts would not create the need for the intersection improvements and nomitigation measures for off-site improvements to existing public streets are recommended. The proposed multi-family development would result in an increase in traffic trips on the local street system and therefore would be subject to the City's Traffic Mitigation Fee. The trip generation values are based on the ITE Trip Generation Manual which estimates 5.86 average daily trips per residential condo/townhouse unit, or a total of 1,201.3 average daily trips for the 205 unit development. The Traffic Mitigation Fee is calculated to be $75 per average daily trip attributable to the project. The Traffic Mitigation Fee is estimated to be $90,097.50. According to the project application, approximately 121,250 total cubic yards of material would be graded on site. Cut volume is estimated at 61,250 cubic yards and fill volume is estimated at 60,000 cubic yards. Approximately 15,000 cubic yards of topsoil would be removed. If this material is exported from the site, it would take about 1,500 round trip truck trips. The construction mitigation plan submitted by the applicant indicates the hauling route would be mainly from Royal Hills Drive SE out to Puget Drive SE and Kirkland Avenue SE to SE 64 Street. City Code requires approval of proposed haul route plans prior to the issuance of a construction permit. Truck hauling hours are limited to between the hours of 8:30 a.m. and 3:30 p.m., Monday through Friday, under th1e Development Guideline Ordinance. In addition, traffic control measures are required to be provided during construction. These measures are associated with the construction permit for site utilities and infrastructure. Mitigation Measures: The applicant shall pay the applicable Transportation Mitigation Fee at the rate of $75.00 for each new average weekday trip attributable to the project. This fee is payable prior to the issuance of a building permit. Nexus: Transportation Mitigation Fee Resolution; Environmental (SEPA) Ordinance. 5. Community Services/Parks Impacts: The proposal would allow for construction of 205 new multi-family residential units. Future residents would use existing and future City park and recreation facilities throughout the City. New residential development proposals are subject to a Parks Mitigation Fee equivalent to $354.51 per each new multi-family residential unit. Credit for up to one-third the required mitigation fee may be allowed for provision of on-site parks and/or recreation facilities. The Parks Mitigation Fee is payable prior to the issuance of the building permit. ercrpt2 City of Renton P/B/PW Department Environm' Review Committee Staff Report KENSINGTON CREST CONDOMINIUMS LUA=:::.r i'61, SA-H, CU-H, V H, SM,ECF REPORT AND DECISION OF SEPTEMBER 7, 1999 Page 11 of 11 Mitigation Measures: The applicant shall pay the applicable Parks Mitigation Fee, equivalent to $354.51 per multi-family residential unit. Credit for up to one-third the required mitigation fee may be allowed for provision of on-site recreation facilities, as approved by the Parks Department. The Parks Mitigation Fee is payable prior to the issuance of a building permit. Nexus: Environmental (SEPA) Ordinance, Parks Mitigation Fee Resolution. 6. Land and Shoreline Use Impacts: The subject site is zoned Residential-14 DU/AC (R-14) which allows for a density range of 8 to 14 dwelling units per acre. The applicant estimates a net density of 4.07 dwelling units per acre, subtracting 13.58 acres of steep slope area (exceeding 25%) from the 64-acre site to calculate the net density. The applicant has requested an exception from the minimum density requirement of the R-14 zone due to site constraints of steep slopes and powerline easements. The proposal is generally consistent with provisions of the R-14 zone and Comprehensive Plan policies. There are no significant land use impacts anticipated to result from the proposal. The site is designated greenbelt due to the presence of steep slopes and powerlines. The steep slope areas (exceeding 40%) are located primarily along the east, west and north boundaries of the site. The proposal mostly avoids disturbance of the steep slopes except for installation of utility lines. A variance from the Land Clearing and Tree Cutting Regulations is required for disturbance of steep slopes (greater than 40%). Powerline easements (approximately 7.9 acres) cross through the center of the site. Buildings are prohibited under the powerline easements and the proposal utilizes this area for parking and the village green. The proposal requires a conditional use permit for extension of a stormwater line through greenbelt-designated areas with slopes exceeding 40%. In addition, a Shoreline Substantial Development Permit is required in order to install a stormwater line within 200 feet of the Cedar River. No other elements of the project are within 200 feet of shorelines. E. COMMENTS OF REVIEWING DEPARTMENTS The proposal has been circulated to City Departmental/Divisional Reviewers for their review. Where applicable, these comments have been incorporated into the text of this report as Mitigation Measures and/or Notes to Applicant. X Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report. Environmental Determination Appeal Process Appeals of the environmental determination must be filed in writing on or before 5:00 PM September 27, 1999. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. • ercrpt2 • I;' • r II• I / KE 'p'P 14..11.r carol uc W ,.'11: ..44.1.----""-• \ A-- V \ 4,4\1.'2"e0,c' ''':.444•41rp \ a 0. • `tI. /i ' / Z. v ; 6 elk U11 1111;10 V ) ..-• 0 0 ' ±i •\ ,` - 1 \ • \ Ct,:d°\ \\\\ �� -2 P , _� /' // �, TVPICAL�RKMO \ ��\ \'`S \ ek7'.. V) •\ \\\ \\ :.v,•��1 .-/ . �,, / / A // \ - saom F Wonn ,� N \ • >a. ° 1 /'/' / yi', \ Is41vscol ZZ. [K 2.R\� \ \ i ii \S//I, // // �,,,,.. / HDCP PARKING / TO g x , ,.- e , iv , .7" .1 \ 1‘15W \ \,,,...! 104.*OP ojk% ,...16Wir% /' \ l ... lt \ . \ "7:‘. 4" .<'‘ *V di% iilk / ,44*.....S7 . .1. 4 \-.1', ....-.01e, --_ # A\„- -\--\---- ,,,,,„- \ „ A -0 .•,(40,- .0,•° 1.,4,-- „. .... , \\ \-,t6,, \_\ __.\\ \\ \f‘lit. ,, . „-,-,,,- „,,, „,, ,.. . \ \,.,,,,,,.. \\ \ // • \9 \\ \/ /// \ ` /y\` \ \v\/ .\ •� s[` *****.�t11 •1. . �� `,o ♦ .�'`� .. ,....„, . - . . . . . . . \,....- .... .... .... ..... .... \\r„,.. ev-40.• . • ,., . , ..... „. .,. ,‘ , - , sIttl*, • •4, **04. \ ME-Fittl N. �/ // \\r /fit L ' ♦ ♦ �� . \ \\ / / .),v,,Y1 ,.....s. / MC • I *10-41*. . . 7 / .....9.6. ...4 s \ let# • .•••• , v .., s \\ r.44 14%-i$ 1.* ,....i. _ ,.., .... ...., „.„ , ,, , ....... . ., tik*A *** ,,.. ,.- 4k-- / / kali N•4411,‘ .4.v10.• •41$v •• ---\ ----- i 1 ,.,.1, STO.*****/ i "Illrr. inir \ • • kip • \ N• 1 ;; 10 i#ltit.44Ira' / / 4, 6lmi11p118 161.11 1 Mmn eiAaOt li�i�ir ai ,..., RECREAVONAL l.tenlcr- ta -limategi / / '241 42>\ / UNIT DESIGNATION BUILD IESIGNATION-TOWNHOUSE UNITS \ lit***4 . i i \' ��♦• �,,� / :can 1n O.a oAR m., mac c a t W m rs7 can 1n a•mry rI eus [[1 BUI ING DESIGNAiIa -FLAT UNITS pr / \ ♦ ��A61 4 r Mg CAA. 14se w TT 1 T marsl can:TMe•m la e) (a m u) p v fort emnool/w[�a,d d arm cnl ' s a vw Cr rl �c e• el'eve' macs f ) 1 A ♦ •♦�� .TTIM a ORn 1n g w1[mm 000111E a T Ir0 wanl �n a ,.um,s (c,r) la)a�/�a ra lriool s ltu 1�w�7 , / s can 1n eA „I e 1aRm i:a n In e M n NV,II �7•\��,,�' ' / // EO AREA °mT r :eRn .0[,1e�., P wACE 1aa.o r,GARAGE 1360 SO.1 a.ni (A)2 OR/2 e•m T°,.[o..[A1�1,e • • [•� (1,.......110 �1 um MAIL 1000 mRD(e a°) PROJECT TOTAL 2.UNITS \ �� '�' // am RECREATION O.. ,Rwn e.m m.,em, �rR[s E T GO CMS) n)scan 1n e•m �s ems a.•[I • 1 i T LIM s uwwT c T Pe 1wm »:eRn v:e.R s�� \• car A leg:1mx FIAT n[moa P'e s°n e m•rs) (4 i�p�p e TM ,o ewrs (c••[) COYMUNITV BUILDING 247 INCLUDES: / me BU11. ILD 0 / \ w is R man a ao> rs ) K' aOFF / 11, / PARKINGMI.. P. ,300.141 le Tm•c 103P.M=Tare uw�wiu�,l¢ r vralm�e .1 \° OFT SMUT PARK. o, ,m"[sr 1.011114116.S ARE N Me 10161. s RAeo n•r Aar '' SITE PLAN Or V. O„s cORrzo MEEwm11MS A NM P4MESS1[Rcm MI I WITCH UYE TOTAL w mmnixcs ARE m MESS Or i�T m uncm • • eAeT.... `•�,' x = _ �._'_-� 1-_-,+`'-,;'\ )\ /1 \ ` , �� °' 0 a z q 4Fc, -_+-I for°'^i 'I� M•_ ;-w• 11, .11 0 \,/ i --. `.\ ',1 , N y , a i , ,...-...0--- vi* ., , \ ,, 2 ei ..,. • \ ° IS= 0 \\ /-t\ \ \ \ __�`_______ 1 J _ ,ieo -4B.o;;� ii l \ 1 /n\\ W y E. • C ag -'r------ --T( k' , 9i � \ .- \.b, \ I \1‘. % Willi o .'. - \SO - 'fr\ \ ...>„)., .......„ vil ..„:.......aAlc\ , \ , *, .-- •71.<0.0,roo. .-- 1,\v•.-- • *. . .Jr,' ,-;•;:r ------ .--Y'0%. , ..°_.- . _wit, ,4 , . . z t \ OAIN;IrtogiAll \1/4.-"-11- • \. ', :-..: -.0% - nil," r, ;:04.10 %„' ,,t.:Kaity,t, \ r4 - '-L • 1 6.A "Ws *. , • L.,06.01'‘ \ /V I 0 1.-..'. .---- .40' . .s 411,r,' 11W- -...,r-----)< 0 p„,-- ,,,, 2.„.0.- ...;„.\ ......____ . 11... Live.1,„...... , \ • L 41r, wB • O \‘‘ 'It 11Wk lirre- • ' l < ` , � ` X \ ` , ` ` t.,. V040'. ss. ' r` \ Ir. '' , -- ` � \I er\ ` � 0 \ ,, ti. h \ - ' \ \Bcd '' . s-d. , ,pr f ♦� � ��' v�.TO * , ..„ ,.. ... \‘.-„,-..-4, ,„ \ .. ,... ... --- ..,,, s ....- ... . • , ..., ,. ,. s\so ,,. iv--,&,, • '144:,.... .**4.7;_ :‘,. . t' . ' ':4$`1,7-4--'-' \ , ... . ,-- ,„-,„ % ---' \I!..e....A' „ N. A" ,/., I • • d i ill' 1. „% ,,' ft)" 1;;‘'''',''. 1-111C . ' itiWAtr \, I. 1CVIS,V ‘ ' S‘v 4.fr• • • ., -- -- -' si's• • i 1 • :.•..„(-4.„„1104, - 06.* ,,,Coito-,"_. ''' #44 \'--,,,frs,4 -7 - ,------ , , . T„ • th..,,‘ , , #de 4 k*As* .... iiik,rio+, v ., , ., , . , . . \ ss 1('� „ ,,,- ,,-'- '> ( i - _, ,, ` 1� `, y N♦ `,p a • 7-ra-�s- r .,.��■ �1 ithovp ;,�F•r'�■ • 1\ \ „_...,,,, :. ,, i i: 1,,,, .. I Attbt ,„ •, Elle - -II _r_ `'P; p Y ♦ i\, ,/ i •• /1% ire arnii I ktu,' I�- lligli � nr_ .liifl ord I ittlair et l�v. c MU , 1 �� ,r(,. ``\ I Wit- ----! .. �i �k p Y * I I� � � .{,,j'�: � :1 r N DESIGNATION 1/2 OA-TUNN4 2 UNITS ` ./ r ett]+ pl]s,n,n 8+,+/eu,etecs a wR R q `—v *4♦` UNIT DESIGNATION sinc>e (» GN TI B+TB BN 1.0 le e) I r v' • \` , I 'e• wr a ]sin�n e TM�r�°0A wr `r''""a ''50^".wT x l])]"e•," ]anrs P DUI ONG DESIGNATI• -FLAT UNITS 16011 /] ppw{ rt(]wRl (e..1 a Dots WPM PM w n i - •A -/12 M ' e•, W I"M rtOO�I 1 am H ) ]2+n,n cad iDe e• ,,]w;, E BN6 4:wR (S... I ao wr ,sn m rt(«wR) yy)]VA,n 8+,. ]B n =. ,e aR \ � � �`��`'� f5 ..,n,n e+TM Mmw,w, �GUM ,].]sort(.,..m i�) ,an w o.,e flu. I»"'�s:TM(n�),� ..,s (>a+w tF'V ��+� s. I o ]�n,n B• .:a m n(a w,rs) R i eon BA. ,i,B""sR ` l I ]i MOOD•w 1.110. ]e.n,n e+e,ono Mom.U. oa.as o�.a ,,]so. ( wR) e1tt . ) an,n um ,]"a w.n l`,+`) i TOTAL 025 carte \ WV** II i �u w l( ..i \a1,�r II I I ,a iaou„oi Ma. ` R TUT w»(.mu) (�)i RM.,n um p G K n.]u.,. I i ]an B+ .IeD..nv„1.SO TT(Y OM) cuo® (Il S.,n;n e•TB B MCS C wa (C•+C) PROJECT�� SO TT ) ]an,ne. \ I ] A°+]"^^r w, '��nsow,eo:SO IT (e wR) TOTAL CDNMUNITY BUILDING/47 INCLUDES: , i \ uwn. 1:..sri sere TUT uw.i)(s aa)sw.m�,w.,., ..ro..e..,BBTB .c lLDiNG c 1 \ i - PARKING PROVIDED ,aT�.�BT WAN.as R(..MB.,ua) ..aeY.°°M' mua�*ww.ar IS wR(noun5 USE) anu.a a„ay],s r I (:„<:.../fBnr(e...M.Mo ,>o pe..e,a,a.B,]4 wR(MOONY la) SITE PLAN RC1. Oea�..�,oI„a i C- r>r ; B..+B.e , n,]rz,WA .wi r 74iwwu.ua`oou.l a) P-".-=r"�"�,'"�w�c..ou� /l", `' I IM.oBR,[B y w, SHADOWPLAT OVERLAY i -I near.BA.,o TN 011600.Oaecrr].10011 TO nr,M lac,. , All DUMP.MR MOM a-m=uvamar • IJ \ 1 (�(¢}� / / (.wn P_Pwv nrL W.�.�! �i e. {'?,••�•':•tit .'}•.. �liel'67i' �y/�'__ '�`° ? ..®.�,..a .•,a�.,�,..■o■I w.m ® ® v • 8.0 f j•S••'+ ' .S rliesatiiircegiatoif . ` , ad'� 1Yi re` 1 � •� • - .r..• •laI..„ ,,,, eeko . -- ,000 ' ® ® Go rl ,. % r:,:,•+ rs- ,.J■p;r►■ r �I T, 'a6 �:�� __ ., .. tj4` �' / ►'ice. •: f• tV � •�•.:J�'T.+T. �`:� I 1} .:�17i , k• \• \ �} �- It:i. 1i i�F+, 1 .a°l P.PmV 2`is`C--�v,1 )r\ �' q�l� !'��Me }4-- \ ♦. �' .� ' t $•', igi ,4141 8 00 • •t.Y :<2hL•'''>• /'' • .i-f L°�' rkiller Y I •• ... I, :o°J .t 5:..', :Ali•�•._ s•:�= • 11 ta .¢ >,;:�.,}•' \ ' B°; :� , �� • .3��• \e►°m• 4:'•�.•Lje nrL♦ L° /Zr nr,A. a \r • �_.AL �.•rr ;:�� a .w•.. h��/�`• ,.A \ :f ..au` \�� • ,10* '�� `: ��;`-;°a,,��1•,• i� .,z• ti t� /lfe►•5'• ��. , mx\•, `Y't •. r, L '3► 4 tt ,�t '✓� • .. -i t o . r .' t �1 p?* �'1"S' 7.'O v44 , I ;„ ,p + °�ato t l sf) ,,,fi \ . t G'� . II •^� ■ °ip,,vaoT •t�� ,tIl7 `' }.t`}{Ss 5 �;�••;/ 'C°\ ��\.\ {'•`� \t:��,, �•h •• nl •r . , r� .,l \�._.ed' ® i, ........".:4*Ra. , soirriii, ,li-i. —, ji.....1, lik ...„....,1 . --..0..5 - ii.„.., k'011isn't1T:11411,3,,,,11111i24 \�"J y*w,,. f '...4grilifinet• eo ZIO$*,' 1•••;•9k.:1111101‘.-.\ co lilliii14144., **',4"ei'-'illti ilk e, ...,,z. ,..1 c.P...8 \ �, 1 \tt e<x•• 1� 3�� `�1r•h'•�� I�� ' 1•! o. .. ..'A`F 3 •\ att• i••, t �9, 'sue �1 19 tag Niipi ,` \ ` x� \ .sue c 1•� .♦e4 kiti �tvt/ link M tiii is 11 G '3 ® •:f:: ]}•.:�''' C6: W: t unn P.PsVJ) .anr. moo.4•'.•'''•`'" k 'x•`.•;''\ e,,s �;��•� /� ® ®... ',,\� lii wnP.P..9 ;, • -11 -•v:•:•.:.,..-• a • ,......- 6...„.....1:t _...„,,,,,elikair-• ,„,-* 8 ..p , •••\'' ■0 g. tIg -;-.1§i:::;';i: ` 11),,, �,' t s�1\ \ illif P (7 d.. ill mn.°ynq i k44+414 W h a ti}ti: PO Y°O- I.J idi � 5. 1:IA I q�c ti ® (`I• �® mnmoPvns, � \ ••:\;;kL,.•;#< .•:•;;5 :i • r_.< <7,,,lik-a-N,i1164,,,;„,.5.lein.-_-14.7....6,,t •` �I► � � ,:► ,; ;',.':. Qg • ., ® �, uonvw6.A 6Nt•ia3 '%+.'7: '•::'{?; '�a�:'� � 1{ 1� - .o�y�j$ o ® \ ti;•ak;;:r• :::.}s::}•v:;;?'t;:: -^ - .• ;t . -bl ,� a�.• 2 r"r ��1 ,qug.°m,6mn311a.9 M1P ` •�. - � "-�Y�'0 tiZ �'Oc:e pyc t. f 5m.. 6.n n+::A•.r.'�"-�ti:: :::, �13:,5•" �ti:: k[ ...ad O IIL •4�ed�. 3. f y�'�� O.gray•nenplm.a Ilmu° V`{\ �,� __`� r./, "f•11. �, 'Diillillil ( mB, �+ m i rri X O 4. o"N•• nl i•:{?:issi':'•?F'i,: j`'::`{;:��'��I:?Jj?; :;:y;:j:{L,sY'.:•••'%:�:'.':'?: :�'•:::ti'+?'•':?• ��'�' :�`}:•:.. �\/''�\�\)/�.�\J \ �t} \:•}:•}}<}•}:;::::•ii;:;:yv iiiiiiii:!}:•}:4:4:•:tii::•}:G:•}:.}•:::::::•:Li4:viw}:}is4:••:i.}}}i::.?:;.:}:4}:.}:•:•:i.•.•.:.}5y}: i: ar .Wu.:a.:•:v..av::.v:Aw:,.t.J-..•• ..�....-.. .....n. ..;...�.v:...�:::•::r.A.. ::..•:•ii .iii. n,� ea/i/L •.... �,uiaPae . :uolzeiaBoA Jo adfil low :31VQ • t; :I! Wi" Washington State Northwest Region Department of Transportation 15700 Dayton Avenue North P.O. Box 330310 Sid Morrison Seattle,WA 98133-9710 Secretary of Transportation (206)440-4000 August 17, 1999 NfdING ®E C�OT(OF REN ON Peter Rosen City of Renton pUG 2 0 1999 Development Services Division RECEIVED 1055 S Grady Way Renton, WA 98055-3232 RE: SR 169, Vic. MP 24.20, CS 1734 Kensington Crest Condominiums Land Use No. LUA-98-161-SA-H, CU-H,ECF,SM Dear Mr. Rosen: Thank you for giving us the opportunity to review the Notice of Application for the Kensington Crest Condominiums,which is located at 3500 SE Royal Hills Drive. We have reviewed the subject document and have no comments. The project will not have significant impact on the state highway system. If you have any questions,please call John Collins at(206) 440-4915. Sincerely, /r1/4„,_ F.0 4. Craig J. Stone, P.E. Area Administrator- South King CJS:jc JTC cc: file w WASHINGTON STATE DEPARTMENTOF Natural Resources DEVELOPMENT PLANN JENNIFER M.BELCHERI • Commissioner of Public Lands NG DATE: August 16, 1999 CITY OF RENTOAI AUG 14J 1999 TO: Peter Rosen City of Renton Planning Dept RECEIVED 1055 South Grady Way Renton, WA 98055 FROM: David John Weiss Resource Protection Specialist South Puget Sound Region SUBJECT REVIEW OF: LUA-161,SA-H,CU-H,V-H,ECF,SM Kennings ton Crest ACTION SPONSOR: Dick Butko - Bealko Inc . PROJECT: Timber Harvest/Land Conversion [] We do not have an interest in the above project and have no comments on the proposal. [X] We do have an interest in the above project and wish to make the following comments: A *forest practices permit will be required for the harvest of timber associated with this project. cc: Dave Dietzman — SEPA Center — DNR SEPA#: 016906 SOUTH PUGET SOUND REGION 1950 FARMAN ST N I PO BOX 68 I ENUMCLAW, WA 98022-0068 FAX:(360)825-1672 I TTY.•(360)825-6381 I TEL:(360)825-1631 Equal Opportunity/Affirmative Action Employer RECYCLED PAPER L'� City of Rent., Department of Planning/Building/Public ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET • REVIEWING DEPARTMENT:— nrey 0-1� COMMENTS DUE: AUGUST 25, 1999 APPLICATION NO: LUA-98-161,SA-H,CU-H,V-H,ECF,SM DATE CIRCULATED: AUGUST 11,1999 APPLICANT: Dick Butko, Bealko, Inc. PROJECT MANAGER: JenninferToth Henning PROJECT TITLE: Kensington Crest Condominiums WORK ORDER NO: 78452 RENTON FIRE DEPT LOCATION: Royal Hills Drive and Index Avenue SE FIP,F p?rIr"JT!nMM pi!ppm SITE AREA: 64 acres BUILDING AREA(gross): AUG 1 2 1999 SUMMARY OF PROPOSAL Proposal to develop a 64-acre site with a condominium complex, including a total of 205 units (103 townhouses and 102 flat units)that would be developed on approximately 16 acres of the.. e�ro,�e�re village green in the central portion of the site would include a sports court, picnic area and openie� a proposal also includes a community building for residents. A total of 558 parking spaces would be provided in su ace lots, on driveway aprons, in carports and garages. The proposal also includes a recreation vehicle parking area. Access to the site would be via a private street boulevard off Royal Hills Drive. A secondary, emergency access would be located east of the main access, also connecting to Royal Hills Drive. A. ENVIRONMENTAL IMPACT(e.g.Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet /Vo /14QIo r JA s /v® tog • B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS r 81, 4.1 e e We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where .•ditional inform is needed to properly assess this proposal. a4,PLevr/3/ Signet - • Director or Authorized epresentative Date DEVAPP Rev.10/93 o��Y o� CITY OF RENTON © . FIRE PREVENTION BUREAU � NTo� MEMORANDUM DATE: August 13, 1999 TO: Jennifer Toth Henning, Senior Planner FROM: Corey Thomas, Plans Review Inspector SUBJECT: Code Related Comments for Kensington Crest Condominiums 1 . The preliminary fire flow required is 2,500 GPM. Three fire hydrants are required for each building. The primary hydrant is required within 150-feet of the structures and the secondary hydrants are required within 300-feet of the structures. Water plan submitted does not meet these requirements. 2. The fire mitigation fees are applicable at the rate of $388 per multi-family unit: 205 multi-family units x $388.00 = $79,540.00 Fire mitigation fees for the recreation buildings are applicable at the rate of $0.52 per square foot of building area: 2,452 square feet x $0.52 = $1,275.04 3. An approved fire sprinkler system shall be installed throughout all multi-family structures that exceed two stories and/or 4 units. This appears to include building 32 through building 48 (17 buildings total). 4. An approved fire alarm system shall be installed throughout all structures. 5. City ordinance requires a minimum of two access roadways from Southeast Royal Hills Drive into this project. Access roadways shall meet fire department requirements for 20-feet width and turning radius of 25-feet inside and 45-feet outside. Dead-end access roadways shall not exceed 150-feet unless an approved turnaround is provided. Roadways shall be signed as fire lanes per city ordinance. Recommend that streets be built to city street standards due to the estimated population and traffic use. 6. If applicant desires to phase the project as proposed, the full secondary access roadway and most of the water mains would be required to installed during the first phase. 7. Recommend a minimum two exterior parking stalls per unit and one guest parking stall per unit. The Renton Fire Department fully recommends approval of applicants request for a deviation from the maximum number of parking stalls allowed as it comes close to meeting our recommendations. CT:ct kcrest CITY OF RENTON 0 ,6% FIRE PREVENTION BUREAU MEMORANDUM INTO DATE: February 16, 1999 TO: Jennifer Toth Henning, Senior Planner FROM: Corey Thomas, Plans Review Inspector SUBJECT: Code Related Comments for Kensington Crest Condominiums • 1. The preliminary fire flow required is 2,500 GPM. Three fire hydrants are required for each building. The primary hydrant is required within 150-feet of the structures and the secondary hydrants are required within 300-feet of the structures. Water plan submitted does not meet these requirements. 2. The fire_mitigation fees are applicable at the rate of $388 per multi-family unit: 220 multi-family units x $388.00 = $85,360.00 Fire mitigation fees for the recreation buildings are applicable at the rate of $0.52 per square foot of building area: 2,452 square feet x $0.52 = $1,275.04 3. An approved fire sprinkler system shall be installed throughout all multi-family structures that exceed two stories and/or 4 units. This appears to include building 32 through building 48 (17 buildings total). 4. An approved fire alarm system shall be installed throughout all structures. 5. City ordinance requires a minimum of two access roadways from Southeast Royal Hills Drive into this project. Access roadways shall meet fire department requirements for 20-feet width and turning radius of 25-feet inside and 45-feet outside. Dead-end access roadways shall not exceed 150-feet unless an approved turnaround is provided. Roadways shall be signed as fire lanes per city ordinance. Recommend that streets be built to city street standards due to the estimated population and traffic use. 6. If applicant desires to phase the project as proposed, the full secondary access roadway and most of the water mains would be required to installed during the first phase. 7. Recommend a minimum two exterior parking stalls per unit and one guest parking stall per unit. The Renton Fire Department fully recommends approval of applicants request for a deviation from the maximum number of parking stalls allowed as it comes close to meeting our recommendations. CT:ct " ` kcrest •City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ?\tu\ Reukeu1 — COMMENTS DUE: AUGUST 25, 1999 APPLICATION NO: LUA-98-161,SA-H,CU-H,V-H,ECF,SM DATE CIRCULATED: AUGUST 11,1999 Oft.,e APPLICANT: Dick Butko, Bealko, Inc. PROJECT •MANAGER: 0 ", X 1?.oS€v► - PROJECT TITLE: Kensington Crest Condominiums WORK ORDER NO: 78452 76. LOCATION:Royal Hills Drive and Index Avenue SE lr ��`�� SITE AREA: 64 acres I BUILDING AREA(gross): "0/0 SUMMARY OF PROPOSAL Proposal to develop a 64-acre site with a condominium complex, including a total (7205 units (103 townhouses and 102 flat units)that would be developed on approximately 16 acres of the site. A nearly one-acre village green in the central portion of the site would include a sports court, picnic area and open recreation area. The proposal also includes a community building for residents. A total of 558 parking spaces would be provided in surface lots, on driveway aprons, in carports and garages. The proposal also includes a recreation vehicle parking area. Access to the site would be via a private street boulevard off Royal Hills Drive. A secondary, emergency access would be located east of the main access, also connecting to Royal Hills Drive. A. ENVIRONMENTAL IMPACT(e.g. Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet • B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS /J �V O lt.G?i rrt!t 1 bbt Ade C- We have reviewed this application with,particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. A ,,ekr ,.),, a Signature of Director Or Authorized Representative Date DEVAPP Rev.10/93 •City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:5 ��( ��)p� ' � COMMENTS DUE: AUGUST 25, 1999_' • APPLICATION NO: LUA-98-161,SA-H,CU-H,V-H,ECF,SM DATE CIRCULATED: AUGUST 11,1999 APPLICANT: Dick Butko,Bealko, Inc. • PROJECT MANAGER:-JenaiRfer—Tot -Henning-P PROJECT TITLE: Kensington Crest Condominiums WORK ORDER NO: 78452 CITY OF RENTON LOCATION: Royal Hills Drive and Index Avenue SE /2`Ff'ttitVFp SITE AREA: 64 acres BUILDING AREA(gross): AUG 1 3 1999 SUMMARY OF PROPOSAL Proposal to develop a 64-acre site with a condominium ct, •lex, including.a total of_205 units (103 townhouses and 102 flat units)that would be developed on approximately 16 a': • -(of done-acre village green in the central portion of the site would include a sports court, picnic area and open recreation area. The proposal also includes a community building for residents. A total of 558 parking spaces would be provided in surface ots, on driveway aprons, in carports and garages. The proposal also includes a recreation vehicle parking area Access to the site would be via a private street boulevard off Royal Hills Drive. A secondary, emergency access would be located east of the main access, also connecting to Royal Hills Drive. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. 4/13 /fi - Signature of Director or Authorized Representative Date DEVAPP Rev.10/93 • •City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:—r Q �w-A-atan COMMENTS DUE: AUGUST 25,.1999 APPLICATION NO: LUA-98-161,SA-H,CU-H,V-H,ECF,SM DATE CIRCULATED: AUGUST 11,1999 APPLICANT: Dick Butko, Bealko, Inc. -PROJECT MANAGER: Jenrtinferfattr N PROJECT TITLE: Kensington Crest Condominiums WORK ORDER NO: 78452 LOCATION: Royal Hills Drive and Index Avenue SE AUG 1 3 -009 SITE AREA: 64 acres BUILDING AREA(gross): Ets��n.�ne SUMMARY OF PROPOSAL Proposal to develop a 64-acre site with a condominium complex, including a loiti bf•2O uflits (103 townhouses and 102 flat units)that would be developed on approximately 16 acres of the site. A nearly one-acre village green in the central portion of the site would include a sports court, picnic area and open recreation area. The proposal also includes a community building for residents. A total of 558 parking spaces would be provided in surface lots, on driveway aprons, in carports and garages. The proposal also includes a recreation vehicle parking area. Access to the site would be via a private street boulevard off Royal Hills Drive. A secondary, emergency access would be located east of the main access, also connecting to Royal Hills Drive. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS o add 111014 41 COWlW1'C We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information ised�r�assess this proposal. mei/ 'V/3 hq , - Signature of Director or Authorized Representative Date DEVAPP Rev.10/93 • CITY OF RENTON MEMORANDUM DATE: February 25, 1999 TO: Jennifer Toth Henning FROM: Arneta Henninger X7298 kik,) . SUBJECT: KENSINGTON CREST CONDOMINIUM APPLICATION LUA 98-161 I have reviewed the application for this 220 unit project located in the vicinity of Royal Hills Drive in Section 21, 23N, 5E and have the following comments: SANITARY SEWER: • This site is located in Aquifer Protection Zone 2. •. This project may have a private sanitary sewer system which may include, if deemed necessary by the engineer, a design to pump the sewer into the. City sanitary sewer main in Royal Hill Drive. The lift station will be reviewed at the design plan review phase of the project for conformance with DOE and City standards. • This project is not required to install a main to pick up the sanitary sewer main flows at Falcon Ridge. • The conceptual sanitary sewer plan appears to be in order. • Applicant needs to research all existing easements of record. • Sewer Special Utility Connection Charge (SUCC) fees have been paid by an earlier agreement. WATER: • This site is located in Aquifer Protection Zone 2. • This site located in the 590 pressure zone and the 490 pressure zone. • A looped 12" watermain extension will be required by this project. crushed rock. . The right-of-way widths can be reduced to 42 feet provided additional easements are granted for street lighting and franchise utilities. • All new electrical, phone and cable services and lines must be undergrounded. • The Traffic Mitigation Fee of $96,690 shall be paid prior to issuance of a building • permit. GENERAL: • All plans shall be tied to the City of Renton Survey Control Network. • All required utility, drainage and street improvements will require separate plan . submittals prepared according to City of Renton drafting standards by a registered Civil Engineer. • Permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvement is 5% of the first $100,000 of the estimated construction costs; 4% of anything.over $100,000 but less than $200,000, and 3% of anything over $200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. Refer to the Drafting Standards. cc: Neil Watts 3 5 . n .ems:-:-:.{.. : . ..tt • :...;...+e�.•�r.,:i ` �'Z'�'a.ry.,`a.y�"7!'1.r"'•a.—..w' '.us 4t;""5w..,.,!.erw,K.. ram j Project Name Ketislrlcftod Cl''est 60“,-'oyi,),1it-wts Project Address 3500 5E Roy, Hills Or ivz., Contact Person D i_k ?;utc Address Ftrc(ko , Ivtc, P:O. $o,k 3Z66 Fcctev4I tL�; g8633 Phone-Number (Z06) - 3 S I , . Permit Number L UA - Project Description 220 Uw,t -Klplry Land Use Type: Method of Calculation: '-sirie''tIed C0,16/0 boa,;t 14 Ott Se_ ,I Residential � ITE Trip Generation Manual C7-3O 3 O Retail 0 Traffic Study l7atuf Uc,;/, t., - pea, O Non-retail 0 Other 1 p- Calculation: Nk-t daIl f r1p3 : (220) (5,EC ) = 12 qci. ? cl all t Z vq 3 1-� t 175 per i ip J ( 12 q.2)C175 ) — $ q6); D • . . Transportation Mitigation Fee: 1 61 / U 5 Calculated by: 1\'? (A, / Date: `i/e/9% Account Number: 105.. 5Rq, ' 180. 70. 00. Date of Payment • • •City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: 1V.toWaAto r i4 Q)DWt9AKtOMMENTS DUE: AUGUST 25, 1999 • APPLICATION NO: LUA-98-161,SA-H,CU-H,V-H,ECF,SM DATE CIRCULATED: AUGUST 11,1999 APPLICANT: Dick Butko, Bealko, Inc. PROJECT MANAGER: Jenninfer Toth Henning PROJECT TITLE: Kensington Crest Condominiums WORK ORDER NO: 78452 LOCATION: Royal Hills Drive and Index Avenue SE SITE AREA: 64 acres I BUILDING AREA(gross): SUMMARY OF PROPOSAL Proposal to develop a 64-acre site with a condominium complex, including a total of 205 units (103 townhouses and 102 flat units)that would be developed on approximately 16 acres of the site. A nearly one-acre village green in the central portion of the site would include a sports court, picnic area and open recreation.area. The proposal also includes a community building for residents. A total of 558 parking spaces would be provided in surface ots, on driveway aprons, in carports and garages. The proposal also includes a recreation vehicle parking area. Access to the site would be via a private street boulevard off Royal Hills Drive. A secondary, emergency access would be located east of the main access, also connecting to Royal Hills Drive. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline.Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet • 14,000 Feet • B. POLICY-RELATED COMMENTS CeQ_ 0GC/ C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas w i ro 'rrfo ation is needed to properly assess this proposal. 9/9 Signature of irector or horized Representative Date DEVAPP U • Rev.10/93 i CITY OF RENTON ECONOMIC DEVELOPMENT, NEIGHBORHOODS,AND STRATEGIC PLANNING MEMORANDUM DATE: August 25, 1999 TO: Jennifer Toth Henning FROM: 0 ennison(#6576) SUBJECT: Kensington Crest Condominiums (LUA-98-161,SA-H,CU-H,V- H,ECF,SM) The secondary uses continue to be inconsistent with the intent of the designation and specifically with Policy LU-63.2. Policy LU-63.2 Development Standards should reflect the following criteria: a. heights, width and length of structures should be designed to resemble single family housing, with similar setbacks from the street as single family; b. parking should be encouraged in the rear or side yards or under the structure; c. structures should be located on lots or arranged in a manner to appear like a platted development to ensure adequate light and air, and views if any, are preserved between lots or structures; d. buildings should be massed in a manner that promotes a pedestrian scale with a small neighborhood feeling; e. each dwelling unit should have an identifiable entrance and front on streets rather than courtyards and parking lots; f fences may be constructed if they contribute to an open spacious feeling between units and structures; and g. streetscapes should include green, open space for each unit. • There is nothing in the character of the secondary units that remotely suggests single family housing. • Parking is not only in front of the units,but it would largely become the view from the street. • The 10' separation between three story structures will not promote a pedestrian scale, nor will it ensure light, air and views are preserved between the structures. • The units lack an identifiable entrance. • There is no appearance of green, open space for each unit from the street. \\TS_SERVER\SYS2:\COMMON\-\\CENTRAL\SYS2\DEPTS\EconomicDevelopment\STRATPLN\PLANNING\GREEN- F\Kencres2.doc\od August 25, 1999 Page 2 Further, Policy LU-61 states, "Longer townhouse building clusters or other multi family building clusters, considered secondary residential types, should be limited in size so that the mass and scale of the cluster retains a small scale multi family character rather than a garden apartment development style. Limits on the number of units which may be attached in one cluster should be established in the development regulations." The regularity, verticality, and proximity of the secondary unit structures will appear much closer to garden apattinent housing type than to small scale multi-family, e.g. townhouse. Variations in the height and roofline, horizontal and vertical modulations and some exposure of at least the groundfloor units'entryways could improve consistency with the policy. cc: Betty Nokes Rebecca Lind •City of RC .,_71 a Department of Planning/Building/Public Worn8 ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Awrov COMMENTS DUE: AUGUST 25, 1999 APPLICATION NO: LUA-98-161,SA-H,CU-H,V-H,ECF,SM DATE CIRCULATED: AUGUST 11,1999 APPLICANT: Dick Butko, Bealko, Inc. PROJECT MANAGER: Jen n erin. PROJECT TITLE: Kensington Crest Condominiums WORK ORDER NO: 78452 LOCATION: Royal Hills Drive and Index Avenue SE SEP 1999 SITE AREA: 64 acres I BUILDING AREA(gross): urratio^Systems D'V. tan SUMMARY SUMMARY OF PROPOSAL Proposal to develop a 64-acre site with a condominium complex,incluc#i o al of 205 units (103 townhouses and 102 flat units)that would be developed on approximately 16 acres of the site. A nearly one-acre village green in the central portion of the site would include a sports court, picnic area and open recreation area. The proposal also includes a community building for residents. A total of 558 parking spaces would be provided in surface ots, on driveway aprons, in carports and garages. The proposal also includes a recreation vehicle parking area. Access to the site would be via a private street boulevard off Royal Hills Drive. A secondary, emergency access would be located east of the main access, also connecting to Royal Hills Drive. A. ENVIRONMENTAL IMPACT(e.g.Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet • 14,000 Feet .;.4;k1 B. POLICY-RELATED COMMENTS • • C. CODE-RELATED COMMENTS • We have reviewed this .••lication with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas re additional i• ation is needed to properly assess this proposal Signatur f Director or Authorized Representative Date DEVAPP Rev.10/93 CITY OF RENTON ECONOMIC DEVELOPMENT, NEIGHBORHOODS, AND STRATEGIC PLANNING MEMORANDUM DATE: March 1, 1999 TO: Jennifer Henning R/ FROM: Rebecca Lind SUBJECT:• Kensington Crest Condominium After reviewing the proposal in the context of our preapplication memo, we forward the following comments. The proposal does not yet meet the intent of policies for single family character ( see Policies LU- 60,LU-63,LU-63.1,LU-63.2), the requirements of code for building design and building location (Title IV 4-2-100F), or the requirements in Title IV Section 4-2-020 H. mandating consistency between the project and the comprehensive plan policies . Non compliance is based on the following deficits. 1. The proposal lacks entry features for the individual housing units that face the front yard and provides a landscaped pedestrian connection. The units and entrances of the dwelling units still are not individually distinctive with identifiable entry features. Instead the townhouse units are designed with two car and single car garages as the dominant structural element along the street. In a high density design of this type, the garages dominate the facade in a manner which does not occur in a single family neighborhood. This is because the garage, which has the same dimensions as garages for single family houses, becomes out of scale with the remainder of the townhouse unit • without the"rest of the house"and the yards typical of detached dwellings. In order to mitigate this condition and still create the feeling of a single family neighborhood, several techniques can be used. Several examples include: • a. Garages can be set back from the facade of the living unit thereby emphasizing the unit entry. b. Entries can be embellished with courts, trellises or other features which allow them to become an identifiable structural element from the street. c. Garages can be put at the back of units, or under units. d. One garage can be provided. e.Facades can be enhanced architecturally to emphasize the living unit using bay windows, color, or variations in building material. \\Kencrest- 1 • a r March 1, 1999 Page 2 This proposal fails to include such features (excepting the few one car garage units). The entryway of the units are recessed in most cases the full length of the garage. The townhouses have plain facades with a minimum or architectural detail creating interest. 2.The project as proposed does not qualify for bonuses. The proposal relies on bonus provisions for additional attached primary units, building length, and height. The required documentation of the features which make the project eligible for the bonus are missing. The project narrative discusses future submission of a new site plan which will address parking lot configuration, and 3 amenities which enhance single family character. These submissions are missing and can not be reviewed. However more fundamentally, "applicants wishing such bonuses must demonstrate that the same or better results will occur as a result of creative design solutions that(sic)than, will occur with uses developed under standard design criteria." The project as proposed does not qualify for bonuses. Standard design criteria would require a maximum of 3 attached townhouse units, and 6 units in stacked flats. Adherence to this standard would result in approximately 25% fewer double car garages dominating the front yards of the dwelling units, shorter building lengths in the townhouse units, and 25% smaller apartment complexes with less bulk and height. Nothing in this proposal addresses the application of creative design, to achieve better or equal • results. Based on this submission the project appears to be ineligible for the bonus. • There is no attempt to provide rear or side parking. • There is no attempt to visually reduce the impact of the garages on the street. • There is no evidence of entry ways or architectural features which reduce the apparent scale and mass of buildings. • There is no attempt to mitigate the greater length and height of either the townhouses or the flat complexes with higher quality design and creativity which enhance the single family character of the project. March 1, 1999 Page 3 Attachment • Policy LU-60. Townhouse building clusters which qualify as a primary residential type should be limited in size so that the mass and scale within the cluster retains a single family character. Limits on the number of units which may be attached in one cluster should be established in the development regulations. Policy LU-61. Longer townhouse building clusters,.and other multi-family building clusters, considered secondary residential types, should be limited in size so that the mass and scale of the cluster retains a small scale multi-family character rather than a garden apartment development style. Limits on the number of units which may be attached in one cluster should be established in the development regulations. Policy LU-63.1 Development standards should reflect single family neighborhood characteristics and access to public amenities and services. Policy LU-63.2 Development standards should reflect the following criteria. a. heights,width and length of structures should be designed to resemble single family housing, with similar setbacks from the street as single family; b. parking should be encouraged in the rear or side yards or under the structure; c. structures should be located on lots or arranged in a manner to appear like a platted development to ensure adequate light and air, and views if any, are preserved between lots or structures; d. buildings should be massed in a manner that promotes a pedestrian scale with a small neighborhood feeling; e. each dwelling unit should have an identifiable entrance and front on streets rather than courtyards and parking lots. f. fences may be constructed if they contribute to an open spacious feeling between units and structures; and g. streetscapes should include green,open space for each unit. cc: i � y CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: September 24, 1997 • TO: Jennifer Henning FROM: Rebecca Lind STAFF CONTACT: Owen Dennison(277-2475) SUBJECT: Kensington Crest Condos Preapplication-Long Range Planning Comments • (14XX block of SE Royal Hills Dr.) 1. Intent of the land use designation The site is designated Residential Planned Neighborhood (RPN) in the Comprehensive Plan. The designation is intended to create opportunities to develop new neighborhoods that include a variety of housing types and incorporate features from both single family and multi-family development. Development in the RPN should support cost-efficient housing, transit service and the efficient use of urban services and infrastructure. (Obj. LU-K) Developments should have the character of a neighborhood rather than that of a multi-family complex. The Purpose statement in the R-14 code states, "Reviewing official approval of projects in the R-14 Zone is contingent upon the determination that the proposed developments are compatible with site characteristics and are consistent with the purpose of the R-14 designation and the Residential • Planned Neighborhood policies of the Comprehensive Plan." Consistency with the Comprehensive Plan is also required through the site plan process. Conformance should extend to all policies, not just density and unit type. 2. Consistency with the Comprehensive Plan The proposal is generally consistent with the intent of the policies in terms of the mixture of housing types,the organization of streets and structures - Residential Options and Residential Planned Neighborhood General Policies Policy LU-41. Provision of small lot single family detached unit types, townhouses and small scale multi family structures should be encouraged provided that density standards can be met. Policy LU-44. The dwelling types; including detached and attached units, should be clustered and connected within the overall development through the organization of roads, blocks, yards, central places and amenity features to create a neighborhood with diverse housing types. Policy LU-45. Development should occur on a flexible grid street and pathway system to the extent feasible given environmental constraints, traffic flow, and the pattern of existing development. Residential Planned Neighborhood September 24, 1997 Page 3 e. units and entrances of each dwelling unit should be individually distinctive and front on streets rather than courtyards and parking lots. f. fences may be constructed if they contribute to an open spacious feeling between units and structures; and g. streetscapes should include green, open space for each unit. Policy LU-59. Multi family building clusters should be limited in size so that the mass and scale of the cluster retains a small scale multi family character rather than a garden apartment development style. Limits on the number of units which may be attached in one cluster should be established in the development regulations. 4. Density Policy LU-56. Density in the Residential Planned Neighborhood designation should be in the range of 8 to 18 dwelling units per net acre. The entire site is mapped as Greenbelt. When mapped as Greenbelt, utility easements are deducted from the gross area in calculating net density. Areas of the site outside transmission line easements total about 17.2 acres. 192 units on 17.2 acres represents a net density of about 11 units per net acre. However, areas with slopes over 40% are also fully deducted from gross area, and density is reduced for those areas between 25 and 40% slope. Since these areas are not identified in the submitted materials, the true net density of the proposal, and hence the maximum number of units, cannot be calculated by staff. 5. Additional policies directing development in the Residential Planned Neighborhood designation Residential Options and Residential Planned Neighborhood General Policies Policy LU-42. A range and variety of lot sizes should be encouraged. Policy LU-47. Non-residential structures may have dimensions larger than residential structures • but should be compatible in design and dimensions with surrounding residential development. Residential Planned Neighborhood Policy LU-62. Condominium ownership may occur in either single family or multi family unit types. Policy LU-63. Single family townhouse development should provide either condominium or fee simple homeownership opportunities. Policy LU-63.1 Buildings should front the street rather than be organized around interior courtyards or parking areas. Policy LU-63.3 Mixed use development in the form of civic, convenience commercial development, or other non-residential structures, may be allowed in the central places of development subject to compliance with criteria established through development regulations. H:\DIVISION.S\P&TS\PLANNING\PREAPP\RPN\KENCREST.DOC September 24, 1997 Page 2 Policy LU-S7. Single family development should consist of a minimum of 50% of a project in the RPN designation. Single family development in this designation may be traditional detached, zero lot line detached, or attached ground related townhouses with private yards which are designed to reflect a single family character. The policy does not specify standards differentiating single family from multi-family in the context of the R-14 Zone. Therefore,the mix of unit types may still be inconsistent with the Code. Policy LU-58. Single.family attached building clusters should be limited in size so that the mass and scale within the cluster retains a single family character. Limits on the number of units which may be attached in one cluster should be established in the development regulations. Policy LU-61. Projects in a Residential Planned Neighborhood designation should have no more than 50%multi family development designed as townhomes or stacked units. See comment following LU-57. Policy LU-63.2 Development Standards should be developed to address developments in the Residential Planned Neighborhood designation. Standards should reflect single family neighborhood characteristics such as coordinated structural design, private yards and amenities, public amenities, ground related orientation, screened service areas, and access to public services. 3. Areas of potential inconsistency with the Comprehensive Plan Central place amenity. As noted in Policies LU-43 and LU-44, it would be preferable to have a central place amenity, in this case the Community Building, function as a basic element of the overall organization. It would be more consistent to locate the building in a more central location in the development. Access to the building should be convenient from all portions of the development. Policy LU-43. Central place public amenities should function as a focal point within the development and should include features such as a public square, open space, park, civic or commercial uses. The central place should include passive amenities such as benches and fountains, and be unified by a design motif or common theme. Multi-family. The intent of the designation is to create neighborhoods with interspersed housing types rather than segregating the multi-family from the single family as is shown in the proposed Site Plan. Policy LU-60. The mass and scale of multi family components of projects should not preclude locating multi family units types adjacent to single family components. Additionally, the policies are intended to avoid creating typical multi-family parking lots that detract from The single family character of the development. It is recommended that parking areas . be located beside or in the rear of multi-family structures to the extent possible. Policy LU-46. Specific design standards should be developed for residential structures and building clusters based on the following criteria. • a. heights, width and length of structures should be designed to resemble single family housing, with similar setbacks from the street as single family; b. parking should be in the rear or side yards of multi family lots or under the structure; c. structures should be located on lots to ensure adequate light and air, and views if any, are preserved between lots; d. buildings should be massed in a manner that promotes a pedestrian scale with a small neighborhood feeling; CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM • DATE: August 19, 1999 TO: Peter Rosen FROM: Sonja J. Fesser j)t • SUBJECT: Kensington Crest Condominiums,LUA-98-161 Legal Description Review Bob Mac Onie and I have reviewed the above referenced legal description and find that the legal included in the Master Application is the same as that which appears in the Condominium Certificate from the title company, dated October 16, 1997 and on Sheet 1 of 18 (Cover Sheet)of the Civil Engineering,Design,Land Planning, Surveying,Environmental Services drawings. Said legal correctly describes King County Assessor's Account No. 212305-9068 as noted on said Master Application. • The Kensington Crest Condominiums project covers a portion(approximately 19 acres) of the aforementioned described property(approximately 64 acres): We noted that none of the drawings submitted identified all of the property described in said legal description. Specifically,that portion of the property lying southerly of the southerly right of way margin of SE Royal Hills Dr. (described in the"TOGETHER WITH"portion of the legal description) is not included in the Vicinity Map or elsewhere. Easements, exceptions and agreements that affect the subject property are listed in the Condominium Certificate(noted above). Easements are shown on various drawings, such as the Shadow Plat and the Site Plan, but specific reference to the type of easement and recording numbers of said documents are not noted on any drawing included in the submittal. It does not appear that references to pertinent exceptions and agreements, if any, are included on the submittal drawings. Per your request, the above comments cover the extent of our review. We assume that King County is still the approving body regarding condominium plat drawings. \\TS SERVER\SYS2\COMMON\S:\USR\SFESSER\KNSNGTN.DOC • • City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: btxx COMMENTS DUE: AUGUST 25, 1999 APPLICATION NO: LUA-98-161,SA-H,CU-H,V-H,ECF,SM DATE CIRCULATED: AUGUST 11,1999 APPLICANT: Dick.Butko, Bealko, Inc. • PROJECT MANAGER: JenninferToth Henning PROJECT TITLE: Kensington Crest Condominiums WORK ORDER NO: 78452 • LOCATION: Royal Hills Drive and Index Avenue SE 'SITE AREA: 64 acres BUILDING AREA(gross): SUMMARY OF PROPOSAL Proposal to develop a 64-acre site with a condominium complex, including a total of 205 units (103 townhouses and 102 flat units)that would be developed on approximately 16 acres of the site. A nearly one-acre village green in the central portion of the site would include a sports court, picnic area and open recreation.area. The proposal also includes a community building for residents. A total of 558 parking spaces would be provided in surface lots, on driveway aprons, in carports and garages. The proposal also includes a recreation vehicle parking area. Access to the site would be via a private street boulevard off Royal Hills Drive. A secondary, emergency access would be located east of the main access, also connecting to Royal Hills Drive. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare • Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS �v,� 3 - >� pe>> ,, ;cep �h tad 7-6 ar)ke7=-1'7. " : )._e_eA,3‘,..„6-1-6 67-(..-e..(-(_. 7/6 C. CODE-RELATED COMMENTS )t We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional informatio 's needed to properly assess this proposal. Y---//7 Date 1 Signature of Director or A t orized Representative DEVAPP Rev.10/93 ;i , ,' } y( City of Renton Department of Planning/Building/Public WM...,s ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: T �S COMMENTS DUE: FEBRUARY 23, 1999. APPLICATION NO: LUA-98-161,SA-H,CU-H,V-H,ECF DATE CIRCULATED: FEBRUARY 10,1999 APPLICANT: Dick Butko, Bealko, Inc. PROJECT MANAGER: Jenninfer Toth Henning PROJECT TITLE: Kensington Crest Condominium Complex WORK ORDER NO: 78452 LOCATION: 3500 SE Royal Hills Drive SITE AREA: 64 acres I BUILDING AREA(gross): 250,000 sq.ft. SUMMARY OF PROPOSAL: Dick Butko, of Bealko, Inc. proposes to develop an approximate 64-acre site with a condominium complex. The proposal would include 220 units (110 as townhouses and 110 flats) in 51 structures. Two community buildings and a sport court are proposed. Parking for 624 vehicles would be provided in surface lots, on driveway aprons, in carports and garages. Recreational vehicle parkin area would be developed in a 0.35 acre parcels on the western portion of the site in the existing power line easement.. Grading is estimated to include the removal of 15,000 c.y. of topsoil; additional cut and fill is estimated at 150,000 cubic yards. The proposal requires environmental review, site plan approval, a conditional use permit and variance from the Land Clearing and Tree Cutting Ordinance in order install storm and sanitary sewer lines on steep slopes within a greenbelt. Applicant also seeks an administrative modification from the Parking and Loading Ordinance in order to exceed the amount of required parking and to provide a recreational vehicle parking lot with more spaces than required by Code. In addition, a Shoreline Substantial Development Permit will be required if any project improvments or utilities are constructed within 200 feet of the Cedar River. A. ENVIRONMENTAL IMPACT(e.g.Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation y� Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet a -1 .ems- /1--tcl' 75 /2-2 -3 � Y 17-171-' V--/-7C/ZI 6L ' /d *7), iZ ed 7' �a--- / 6c rn . hZ Ins 2, r(r-A) 0�)i� /G 5 it OLI �RE TED C MMENT fiie %x,a '7 ' 71---: 0 ,c�r r rzp 4 CAc5/ -0 q.3- _ 2, 7 z., s'.r� c. C, t7 . 7‘6.frz.... ., /71,art.„7„ ��` 6-2 QU t,e..6/750.7 ,,, C. CODE-RELATED COMMENTS //Ly o / We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional Information Is needed to roperly assess this propo 1. �` 5 7 nature of Director or Authorized epresentative Date DEVAPP.DOC Rev.10/93 City of Renton Department of Planning/Building/Public INorksl ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Ctnsky &c*1o_v_\ S i(C.-et, COMMENTS DUE: AUGUST 25, 1999 APPLICATION NO: LUA-98-161,SA-H,CU-H,V-H,ECF,SM DATE CIRCULATED: AUGUST 11,1999 APPLICANT: Dick Butko,Bealko, Inc. PROJECT MANAGER: otk--HMing P--Etcr �S-et,-) YOFRt1doN PROJECT TITLE: Kensington Crest Condominiums WORK ORDER NO: 78452 17're-'' ,'-re. LOCATION: Royal Hills Drive and Index Avenue SE AUG 1 1 1999 SITE AREA: 64 acres BUILDING AREA(gross): SUMMARY OF PROPOSAL Proposal to develop a 64-acre site with a condominium ron 'c°ai � 6itllof 205 units (103 townhouses and 102 flat units)that would be developed on approximately 16 acres of the site. A nearly one-acre village green in the central portion of the site would include a sports court, picnic area and open recreation area. The proposal also includes a community building for residents. A total of 558 parking spaces would be provided in surface ots, on driveway aprons, in carports and garages. The proposal also includes a recreation vehicle parking area. Access to the site would be via a private street boulevard off Royal Hills Drive. A secondary, emergency access would be located east of the main access, also connecting to Royal Hills Drive. A. ENVIRONMENTAL IMPACT(e.g.Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services i Energy/ Historic/Cultural • Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS Vir\ e i We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. es • ! I •- 79 , Signature of-Director or Authorized Representative Date DEVAPP Rev.10/93 rC,t�.'G`:``,:it:vii>4iW,`'•Yf{s{i,•;'•{.,:.�vc..,t T l - • r 3nY,,a;:;..t;\\i{ r'C•y..�3h'• r•`':::w:"•h:•i.:c::35jh}: i.- •:i. :+(. y,,.l{- 4.Y.' 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'".::�:r,.t;�`$.'y'}'v`.'SCJS.?%;}')•:'?t,{fi}f5�;/,•"r�':',°,{fl'ixi: ' ;•:}}:+:%:}r}:.,t s..::{.:• ;��'��'•�'�f.�:]■l�)I' `{4l• X .{.::+{}.:,:�H:.o'%.?ti•{)r:;>rij•{%��:c� %s•.\:n%�::�F ":}'Qfl•}: :\r,::.t: :{r:v,,:{•.>:%::v: v.{�.:.1:.;r v• ..V`:R R .,,,,,,,4.., . :Y f;{}.;9 ri �!•-�.,``!'.�+�: N ',tY{',�' ;;)fir { ;?.::::{f:{:f+r: ,#r.:. �t'":. 'k%f:.:: {.{..E•j• >}fr•:x'�;%yf;;:•ru2,:ai1- t:: :•.ry:...:9 N;�• .:.{. va:•.':• .;f+:.:i: • '=:f:. ,�Ycb:^ $$��::):�.:}. :.aK:{)f;$,:K..,...f x}:{i;K.,r :..{„ .Xh �. .,:r...f ff: ....\,... ..::{5•,v,?•h\\{:{rX...ri.v v::v::i•.• :-,X:ii}v.:K• + Sin hi ::...;:.},: •r, ....:...{:,:::.:.+.{.: ..4...:n: 00`;fee ..,.{..�?{{c',+::;i:{,2'^:4::•,:,�.5:-.{:.?{,.; .,nh+� ti!f. •�F f�..::..:......:,{:.,,0:9-f.:.,. t<o ::th0.4.b. 4gy a'•..+:f:X.::r.L•.:., fk{S}.:.{ ,;%.:.,ty::vi•: �`..' .::. .J. �;{51fe:{:.#,.`, }::?v.•,•.},•.j;�<sv ��}t:?�': .r ��,.�:}!��?t�: ;f,<: • PROJECT NAME: Kensington Crest Condominium Complex • APPLICATION NO: LUA .9 8. I(p) The following is a list of property, owners within 300 feet of the subject Services Division will notify these individuals of the proposed development. . The Development NAME ADDRESS • ASSESSOR'S PARCEL • See attached list of property owners . NUMBER • 0,101 ;,lc, 0 Tor,, • • • • • • • • __-..0 a r . • w 1 P 1'2 A-• • .• (t 5e1 A-LuI sov'Y fill gl eAr- (Attach additional sheets, if necessary) • i Puget Sound Energy Puget Sound Energy City of Renton P.O.Box 90868 P.O.Box 90868 200 Mill Avenue South Bellevue,WA 98009 Bellevue,WA 98009 Renton,WA 98055 City of Renton City of Renton CityHall City of Renton 200 Mill Avenue South City Hall 200 Mill Avenue South Renton,WA 98055 200 Mill Avenue South Renton,WA 98055 Renton,WA 98055 • United States Royal Hills Association City of Renton Bonneville Power Sub Station 2810 East Lake Avenue East 100 South 2°d Street 1300 Edmonds Avenue NE Seattle,WA 98102 Renton,WA 98055 Renton,WA 98056 City of Renton City of Renton City of Renton 200 Mill Avenue South 200 Mill Avenue South 200 Mill Avenue South Renton,WA 98055 Renton,WA 98055 Renton,WA 98055 Edward&Christina Arreola Melvin Carpenter Kenneth&Gayle Evetts 1320 Lake Youngs Way SE 1319 Lake Youngs Way SE 1325 Lake Youngs Way SE Renton,WA 98058 Renton,WA 98058 Renton,WA 98058 Paul Dean Paul Dean Timothy&Tina Riffle 1401 Lake Youngs Way SE 1401 Lake Youngs Way SE 1409 Lake Youngs Way SE Renton,WA 98058 Renton,WA 98058 Renton,WA 98058 Donald Scholzen Don&Marie Little Wendell&Ann Reed 2640 Lake Youngs Court SE 2632 Lake Youngs Court SE 2626 Lake Youngs Court SE Renton,WA 98058 Renton,WA 98058 Renton,WA 98058 Gregory McDonald Hupe Michael Saunders Gurmit&Mohinder Gill 2616 Lake Youngs Court SE Sandra Lynn Swan 1409 Harrington Avenue SE Renton,WA 98058 2608 Lake Youngs Court SE Renton,WA 98058 Renton,WA 98058 Arlen Notch Jason Thanh Huynh Harchand Malhi 1405 Harrington Avenue SE Lynn My Thai 14206 SE 188th Way 1317 Harrington Avenue SE Renton,WA 98058 • Renton,WA 98058 Renton,WA 98058 George Nelson Rudy&Jerry Adams Larry Palmer 1313 Harrington Avenue SE 1309 Harrington Avenue SE 1305 Harrington Avenue SE Renton,WA 98058 Renton,WA 98058 Renton,WA 98058 Teresa Buettner Leonard Plodzien Robert Strachan 1301 Harrington Avenue SE 1402 Index Avenue SE 1406 Index Avenue SE Renton,WA 98058 1 Renton,WA 98058 Renton,WA 98058 Andrew Hill/Kim Tanaka Francisco Gaspay Timothy Tran 1410 Index Avenue SE 1414 Index Avenue SE 19324 138th Avenue SE Renton,WA 98058 Renton,WA 98058 Renton,WA 98058 James Nakata Jeffrey Suenaga Bobby&Lavonne Sayler 1306 Harrington Avenue SE 1300 Harrington Avenue SE 1407 Index Avenue SE Renton,WA 98058 Renton,WA 98058 Renton,WA 98058 • Matthew&Julie Ornelas Edward Martz Joyce Follis 1408 Harrington Avenue SE 3406 SE 16th Place 3400 SE 16th Place Renton,WA 98058 Renton,WA 98058 Renton,WA 98058 . 1 . Paul Thronson Bruce Higgins Marc Taylor/Leona Lyon 1402 Olympia Avenue SE 1401 Olympia Avenue SE 1409 Olympia Avenue SE Renton,WA 98058 Renton,WA 98058 Renton,WA 98058 Carol Franks Simon Tran Timothy&Evelyn Lutz 1413 Olympia Avenue SE 1410 Newport Court SE 1324 Lake Youngs Way SE Renton,WA 98058 Renton,WA 98058 Renton,WA 98058 Gurmit&Mohinder Gill Norwood McCleave 19314 138th Avenue SE 1408 Lake Youngs Way SE 5511c.028 Renton,WA 98058 Renton,WA 98058 •,)UL I -;• r \A-1 ,,,riut_J I I LG.' I VJ •k..J.6 4 figmr.:0V, rif - 7.1"-Yn LI Tn., rt,I,P1 Ttn. "4'. "I''Ar4e7W-PrtthV?'t-.%44,*41,11t '•;•1 ..-AREL'argq.9 t1-11(1,., t„..,UlitrafFidgll.A. W • 1:b.11•41 t .,1q 0 0 1,•0-1, r:ri no 47, fi!QZ.If'9' • eN 4 11: AL at 3 14 V't,r4-11 &ziraz, • - - q • Nvimber IF'apv:s Faxedz /- ITA,u.c. Number Diadz c=5 9-72. Ficase EgT„Itiv,„?17 to f.• to3 Cr:5n of = Pie?se find the ite)-n(, ) you requested: *:2 ° v Regard.ing: (A V •--1) • PC) e eLyz j cf .e'LL V :C1.1.6)(, C.70 V71.;) , Rif you Jkitnut 1171,eCetl'Ve 1.11C;:fegeS OT this trawsmisslion9 or wadd tt9 incelty", gardrzotges P.1)7 maig,pttfinsr;6:2)01 CUE,'0.0 Mel!"Serviice $001)TA Mt; possiblie nt; vt1I ,c):13r.choosing ChicagoTTh3ik C piy foir your titlic and escrow rtetmlls„ 111.11.3 151FOrRiliiATE0iN3 12,114t1.31.RaLE YOU ••,•0 kilbAle Err';',,balif,„-Zatcliq..0:,. •••-•L•Ottutp.6,111gy cOidNci%TOTH TtiC,'RULES ES714,E.a.liSHZEI) Trrm olsuRANt-'41. CODAPJASMNER tliN0 URGE'S IOU iqCs Gyuii;,,,K;•••ki:-3TEE" NOR LIABtii„ri-', VciFi",1-1 RESET TEE itAilTIVI OF ggilY PAreirkr VITiVEFiRED 11-1Eit- FIESPE. .;I I ne, VALE'47V, GAL EFFECT OR,PRJORTTilf OF MATiffg:,n THERF•Fx41,. .. • • • JUL le -•-zot.1 ID- iD 1--1-4 l...111L,HLAU I 1 I LC/L.Z.7 L.1'0 CqZ1r.L." CY-ZUJ I LI c.'10,300 r U D _ . . . . • , , . _an/King(WA) . . /— — . ......._.......______ . - ' Owner : Pugct Sound Ertergy/Elec Parce,I 4 : 162305 9012 - 07 Site : 9-140 Site Address"'Renton Sale Dale : Wail : PO Box 9086S Bellevue Wa 9009 Sale Price : Use . 901 Vacant,Residential Ad.V . Sm 162305 TAM-OT 12 POR OF a 3 0 : SW S : 16 T:9 3iski R : 05E &LIM : 8th F3,17:; / / Stories; BldgSF: Ai::: 2.07 VB; •Ph: •• T-,,,Z=4,,IC,N,Une. .....,1,,,,, ,...-,..,...",-..,3,7 %Jr -- . A}P12 er :Puget Sound EnergyfElec Parcel# : 162305 9037 08 v Site : 4No lke Mikess*.Reno n Sale Date Mail :PO Box 90163 Bellevue Wa 98009 Sale Price : Use : 901 V8CZIA,Resideatial Aid.V , 1;g1 : sTR, 162305 TAXLOT 37 200 FT STRIP ci : SW S : 16 T:23N R : 05E 8edrm : Bth F3H: / / Stories: BkIgSF: AG: 2.43 YB: Ph: ------- _--.... _-_—_----. Ret Owiler . City Of Renton 'No Site Address-4' no Mail ; .200 Mill Ave S Renton Wa 98055 - Parcel-#1 : 162305 9078 08. /Site : Sale Date : 11/27/1991 Sale Price Use : 901 Vacont,Resiclential 4 sd V - $42.,000 1.,8f : ST111.162305 TAKLOT 78 POR QF GL 3 & Q :517i 3 : 16 T:23N it • 05E riedrin : Bell FSH: / / Stories: .151dg,SP': ile: 21.08 IR Ph: WHer : City Of kenton Parcel il : 162305 9121 05 .5'lle : 4'',),To 311 ..A4fii%S. Renton Sale Date Mail : City Hai 200 Mill Ave S Renton Wa 98055 : Sale Price 901 Vagant,Rcaidential - • Asd.V :S4,000 Lge. • STR. 162305 TA'/LOT 121 POR OF SE 0 SW S : 16 ;7% ' 7.":23N P : 05E Becir.),T7 . aq? F311: / / Stories: B I ii.•?SiT: Ac: 1 95 YB: Pk: Owrier 7 Cle7 Ofitmlort/ --- SLIT. 7 1Vo Site A.(1.4rose Remon . - Parc.ief# : 212305 9003 01 Sale Date :0112411996 Mail : 200 Mill Ave S Renion Wa.98055 . Sale Pelee Use :901 Vavarkt,Residential ' • Asd.P. :$22.,000 STR 212305 TAXLOT 3 POR OF NW 1/4 t;.? ;NW S : 21 T:23N B : 05E Bocirm : Bth 113 fi; / / Stories: Bld,gSit'. ,lc: ;A.f.6 YB: Ph: --- „,...--17;ner . • City Off Renton, Parcel It : 212305 9006 08 Site : No Site Aidf.fress"` Rtmton Sale Date Mail ; City Hall 200 Mill Ave S Renton Wa 98055 ' Sale Price : Use , 901 AracOnt,Rtide.ratial 431.V : 1402,000 41 • SIT-,:.:212'305 TA7a,,OT 6 GI, 3&POR OF Q SE. 5 . 21 T: 23N P : 05E .Bedrm ; Btli PM!: / / Stories: Bldg,r3F• .4c•-: 52.28 YB: Ph; --- ---..---___. . / . (..-i•prher : Unik.ed Sizt,:•is Parcel A ;212305 9042 04 Site : .1300 Edmonds Ave NE Renton 98056 Sole Date : Mail :Bogne-,Tilie Pm Bliu Ste Sale Price Use : 622 .Ind,Utilities,Public,Ciarage/Electi As.d.V ; $104,300 143.1 STR 212305 TAXLOT 42 FOR OF W 1/2 0 .NW S ; 21 T:23N B : 05E anirra : 13tI.7 173/1: / / Stories: tiitl : Ac:6.00 YB: Ph: , ..•••.----,._..--te,nr.--a-44o...,,,,--,„,„.,„..,...-,,.,„,v, ,....,,,,...---.--,-,y---,,,,,,.,,,.,,...,--. ••• ..._.neet-Tea.telbswe / ()Wrier :..2,07a.1.13115 Assoc Parcel t? : 212305 9055 08 Si,e 7 3000 Royal TijiTh Dr SE Renton 9a-'05 : Sale Date : Moil :atm E:Lake Ave j'''. Seattle Wa 93102 Sale Price Use : 115 .R.tartrnent,200+Units Asti.V S5,96.9,700 Lgi : SIR 212305 TAXLOT 55 BE-0 AT W 1/4 0 .NE S ; 21 T:23N- R : 05E Muirfn : 1 /1th.473,H: I / / Stories: 2 i3ldg.:5't','• 232,272 Ac: 13.7'3 193:1969 Ph: The kribt-miwicti?,vvickeLTY Z),,,,!,-..e.:,,'. ..:•Zis bk.1,44.1.'?Nal'Glcare.-allevu: JUL. 1 c: 'Jt., ID-..1",..) I--m i.,1-1 i k....Huu 1 i IL '4.-.. .Y./I.D IDOc.".. C., I:*_k_I I U _...?..J0C.IIQ . . . • MerIIX,k.;CM/I Rue(WA) . . owprep : Cliy Of Keaton Parcel l : 212305 9066 05 -- Site ; *No Si Mrs RCTIt.011 . / Sale Date : 01/25/1996 Mail . 100 S 2Nd St Remo Wa 98055 Sale Price : U.9e : 901 Vacant,Residential ifyd.V :320,000 141 : STR 212305 TAXLOT 66 POR OF NW 1/4 Q .NW S ; 21 T:23N R : 05E Berm : i3th.F3H: / / Stories.: BldgSF: plc: 10.30 IT: Ph: /Owner : City Of Ro,lor; Farce/4 :212305 9067 04 ' Sifr : No Site Address" Renton Sale Date : 01/23/1996 Mai/ • 200 Mill Ave S Renton Wa 98055 Sale Price : $124,950 901 Vacal-11Resicktitial Asd.V ; $16,000 4,1 . : sTR 212305 TAXLOT 67 FOR OF NW IA 6 :NW S :21 T:23N R : 05E ,F..inirm : Bth F3H: / / Stories; 16 3z 1,78;7' 0 Ac: 8.60 173: Ph: -- - — — . owner : City Of Renton/ Site l No Site Address*Remto n Parcel 11 ; 212305 9069 02 Sale Date Mail : 200 HU Ave S Renton Wa 98055 Sale Price Use: 901 Vacam,Residaitlai Ayd.V : $50,000 Igi : S'IP.'212305 TAXLOT 69 POR OF SE,'?C 21 9 :NE S :21 T:23N R : 05E Bedriii : Bai:173H: / / Stories: 1:11.4SF: Ac: 25.00 VD: Plz: -- --__, — /.01iine? . City 01.1,4.eaton . Si3e "No Site Address"' Renton Parcel-4 :212305 9070 09 Sale 1-.)orte Alai/ : 200 Mill Ave S 1-&enton Wa 98055 Sale Price : UTe : 901 Vacara,Residential Asd.V : $100,000 r„,...;:d : !::;1-11:212305 TAla,oT 70 POR OF SR:C.'21 0 : SE S : 21 T:23N R : 05E _ Bedm. : Bil:F31-1; / / StoPies:. .131d01--; Ac: 00.40 IT: Ph: . --- Ownfm : A.T.R'iolF,Edward losephletoiSlina.1.•'.. • Parcel 4 : 864550 0010 0/ Slie • 1320 Lake Youngs Way SE Renton.98058 Sale Date ; 04116/1993 ikroa . ',no Laa;younto Way SE Remain Wa 98050 Sale Price : Use . 101 Res,Single Family Rcsidence A:4 V : $152,000 Li 7 BLK i LOT 1 TIFFANY PARK ADD TOW 0 : NW S : 21 T: 23N R : 05E Bedrm : 3 1:,:th,r311: 1 /1 /1 Siories: 1 BidgSif 7 2,309 Ac: .15 YB:1976 Ph:425-226-1297 -------------- . .. ..... evne7 : CarpenteT Melvin L Parcel if : 864550 0090 04 Site : 1319 Lake Youngs Way SE.,?Renton 93058 Sale Date . . Mail : 1319 1,ZU YOURP Way SE Renton Wa 98058 Sale Pi'ice (LW- : 101 Res:Singh Family Re.sidcacc Asa!V 8144:000 • Lgl : auk 3 LOT 1 TIFFANY PARK ADD Q : NW S ; 21 T: 23N R : 05E 13`edrm : 3 .815 F311; 1 /1 / Stories: 1 BleisSF: 1,770 .•-le; ,18 1'13.1979 Ph: 425-228-5030 _____—..._„„„„„— ___,,,,,„ — • _„ , „.„„., ,,__„„ „_ Owner . &cuff,Gayle::D/Kenneth A . Parcel-1'f.1 : 364550 0100 02 Sire : 1325 Lake Yoangs Way SE Renton 98058 Sale Date : 1,1/23/1993 • Mail ; 1325 Lake Youngs Way SE Ration Wa 98058 Sale Pr.'ce : $107,500 FUR Use . 101 Res,Single Family Residence Asd.V : $130,000 141 : t.s1....K '.i Lcyr 2-3 TIFFANY PARK ADD 2 & Q!' •NW 3 : 21 •2-:23N R : 05E ,i3eAvni : 4 BO,F3E-1-. 1 I 1 / Stories' 1 Bidga;; 1,410 Ac: .19 l'B:1963 Ph: 425-235-1274 ________ ______, ___ .„.._. • ,--- _____- iownifr, : Dean 17,21:11 T. Parcel'4 ! 864550 01110 00 . -'Site : No Sue.Address*RC-17110n Sale Date : 2'..4::::I . 14 01 Lake YInviag$Way SE Rel.UOR Wa 9058 Sale Price Use : 901 Vacant,ResidimtiM Aso'.V : 50,000 . (..gi : BLK 3 LOT 3 TY.F.,ANY PARK„AZT.„'",•LUZ:: Q : ,NW 5 :21 . T:23N R :05E liednii : „Blir?„F3H; if / Stones: :i.P.figSl:: /lc: .17 „I'D: Ph: 425-226-0179 . , . . The infarmegaion Provided J. De:::-. K:',11 sliabig,./3t Is Noi JUL 1,.:.' '`37J 17D• lb 1-K U1....HUU I 1 I Lt/k...b e_lib 1:Db 1.-. 1,...J.:1 1U e..' tib r'U'Jc!.7.7.) .,- - _ • . .it4egii;:=UT3/King (WA) Owrivr : Dean Paul R 7 . Parcel# :864550 0120 08 Sire : 140] Lake Yonogs Way SE Renton 98058 ,Scile Date : Mail : 14;1 Le Youngs Way SE Renton Wa 98058 Sate Price : Use : 10) Res,Sinz-41e Family Residence • Asa'.v :$136,000 . Lgl : BIZ 3 LOT 4 TIFFANY PARK ADD Q :NW L' : 21 T: 23N R :05E Beeirrn : 6 13x/7173/i: 1 /1 / Storks: 1 aldg,917: 1,960 Ac: .17 YB:1963 Ph: 425-226-0179 ., / Owner :Riffle Timothy/Tina L .Site : 1409 Lake Youngs Way SE Renton 98058 Parcel ii : 864550 0130 06 Sale Date : 12/17/1998 •• Mail : 1409 Lake Youngs Way SE Renton Via 98058 Sale Price : I:45e 101 Res,Single Family Residence . Asd k" :$112,000 Lg/ :BLK.3 LOT 5 TIFF,ANY PARK ADD Q :NW 8 :21 T: 23N R ! 05E ,73edrin : 3 Elli F.3H: 1 / / Stories: I BidgSF: 960 .4c: .16 1.15:1963 Ph: —___.......----.. .....,___ OVF7Cr : Scholzen Donald Sr iA 'ire : 2640 Lake Youngs Ci SE RW.011913058 Sate Date . •fci I : 2640 Lake Yottns Ct SE Renton Wa 98058 Parcel il : 864550 0140. 04 Sale Price : • Use : 101 Res,Single Family Residestee. Asdl/ •S140,000 Lgi :BLK 3 LOT 6 TIFFANY PARK ADD Q :NW 3 :21 T: 23N R :05E ./3e-drin : 3 .13th l'73/1: 1 / /1 lanes: ,!S BldgSF: 1,600 Ac: ill 173:1963 Ph: 425-226-3948 Owner : Little Don F Jr/Marie Maine Parcel 0 : 864550 0150 0./ '26.32 Lalex,Youngs Ct SE Rt...ntnn 98058 Sale Date: :06/16/1992 Mail : 2632 Lalc.c::Young:7 Ci SE RQ-aton Via 98058 Sate Pric,? : 10:1 Res,Sengle Fanilly Residence Asd.V :$143,000 Lgi : 51_,K 3 LOT 7 TIFFANY PARK ADD 0 :NW S .: 21 T:23N R : 05E &tin; •2 rilh arf: 1 / /1 Stories; 1 Bldg,SF: 2,260 At:: .rl IV:1969 Ph:425-235-8156 0;,irser :Retd Wendell&Aar). • Parcel it . 864550 0160 09 2626 L.a..e'Youngs Ct SE Renton 98058 Sale Date :05/0311996 Mail : 2626 1„altx'Nuap Ct SE Renton Wa.9805$ Sale Price : Use : 101 Res,Siugle Family Residence AsdV : $133,000 . Lgl :BILK 3 Lar 8 TIFFANY PARK A.DD t.') :NW S : 21 T: 23N R :05E Beth-ni : 3 EA f3,9,T: 3, / /1 Stories: 1 BkigSF:2,020 .4.c: .22 la1975 Ph: 425-255-2893 ----- — . „.. - ---- .- —Owner :Hope Gml,o.ry Medonald 1),..‹,xcel 4 : 864550 0170 07 :2616 Lola:.Young Ct SE-Rea:on 98058 . Sale Date : 12/15/1993 Mail ; 2616 Lat:You:op Ci SE Renton Wa 9805$ Sale Pricz : $130,000 Full flit,,.; : 101 Rizs,Single Family Residence Asd.1" :$138,000 BLK 3 LOT 9 TIFfiANT PARX ADD 0 :NW 8 : 21 T: 23N R : 05E Dec/sm : 5 Bih.P.311: 1 /1 / Stories: 1 Bldg-SF: 2,100 Ac: .27 YB:1964 Ph:425-235-9803 Owner : Sa11114er5R,Michael;Swan Sandra Lynn Parcel it : 364550 01.80 05 2608 Lake Y4.31. lfp Cl SE Raft,on 98058 Sale Data : 12/27/1991 Mail : 2601; Lalce Yolmg,s Ct.SE Renton Wa 98058 Sale Price : $109,950 Full Use : 101 . Res,Sinle Family Residence ,45Ci.r/ :$131,000 Lit! 7 OLIe.-,.3 LOT 10 TIFFANY PARK ADD Q :NW S 721 T:23N R : 05E Be arm : 4 • 131,17 FRI: 1 / /1 Stories: 1 1.171,t : 1,380 Ac: 2.'1 15:1963 Ph:425-226-6915 ----------------- — - /Olimg:r : Cri 11 Gufal it.13/1'4011indez ic Parcel 4 : 86,:3551 1 120 05 1409 Ti.32.1ifigtOri Aw SE Renton 9805 Sala Daie : 10/13/1996 fL'i'n1 : 349 Harrington Ave SE Realm Wa 98058 Sale Price 7 $135,000 Use : 11)1 Res,SingIe Family'Residence Asc.l.ti 7 $i 46,000 3.LIK 6 LOT 4 TDFF ANY PARK DIN 4i,2 ' Q • NW 8 • 21 T'231,..1 R • 05E a.,'cirtil 4 Ben 53.ff: 1 /1 /1 Stories: 1 314-IgSf':2,440 Ac: .1 9 VB:I 977 Ph: • The Iry-orrnation Propidvd I x Amy:we!;`;;-:dieabie,BTil.4 ik74107.-,4tx'in4re4 JUL :1.4 ' 1. '4 lb 1-1-.: I-mil-KAU 1 1 1 Lt...-e'Lb Gelb bt b'JleJ,.7. 1 U :•.:,..)tib'("V.I'Jc.7D • ' Mer,1-6,034:WiT/King (WA) • / Ownv• :Notch Aden -------7 . — Parcel# : 364551 1130 03 • Site : 1405 Harlington Ave SE Renton 9805S . Sale Date : Moil : 1405 HatrirTi011 Ave SE Renton Wa 9805S Sale Price : Use : 101 Res,Single Family Residence Asd:V : $149,000 . 44 t B LK 6 LOT 5 TIFFANY PARK DIV if 2 • Q : NW 5' :21 T: 23N R ; 05E Bedrm :4 fitir F311; I /1 /1 Stories: I BidgS.F: 2..910 Ac. .21 IT:1977 Ph:425-235-3420 / Ownei, :Huyali Jason Thanb-,Thai Lynn My Parcel.it : 864551 1140 0/ / Site : 1401 u,slaingtrxi Ave SE Renton 98053 Sale Date : 09/02/1992 Mail : 14206 SE 1 S8Th Wa-y Renton Wa 98058 Sale Price - Use : 101 Res,Single Family Residence .4.5d.V : $154,000 .1,g1 :BLK 6 LOT 6 TIFFANY P.CRK DIV#2 Q :NW 5 : 21 T: 23N R • 05E Bccirm : '3 BM F31-1: 1 /1 / Stories: 1 BldgSli: 2,670 A,c: .31 18:1977 Ph: Owner :Malb.i FT arch..?....0 STKirpal Klelaranjirt K. Site 7 : 1317 Harrinzton Ave SE RentOn 98058 Parcel Ii : l';‘,64551 1150 08 Sale Date : 07/31/1995 . . Mail : 1317 Harrington Ave SE Renton Wa 98058 ,:':;ale Price : $25,000 Full We : 101 Res,Single Faultily Residence A.gl.P" ; $161,000 .7,g,1 :BLI(6 LOT 7 TIO:FANY PAP&DIV#2 Q :NW .:71 :21 T: 23N R : 05E Bedrin :4 Bth 17311: 1 /1 11 Stories: 1 BlcigSF: 2,770 Ao: .46 78;1917 Ph: 206-226-9852 Owner :Nelson George H Parcel t' : 364551 1160 06 / Site : 1313 Harrington Ave SE Renton 98056 Sale Date Mali ; 1313 fiar,.,,,ingtoa Ave SE Renton Wa 98053 Sale Price ; Use 1 101 Re,s,Single Family Residence ..4zcl.V : $151,000 41 7.EILK.6 LO.I 8 TIP 1•AlqY WSAK.ENV 0 2 0 :NW S :21 T; 23N R ; 05E 5 .8th,P3ii:2 /1 / Stories. 1 1 il tigS5:2,510 ,....1c; ,30 IT:1977 Ph: 425-271-0423 Owner : Adams Rudy I-1.& Jeny L Parcel 4 : 864551 1170 04 130•.:).HasAingion Me SE&Von 96056 Sale Date : 07/19/1988 . . • Mail : 1309 14.u.e.tnrion Ave SE Renton Wa 98058 Sale Priec :$91,000 We : 101 Res,Single Fanilly Residence .43i.",V : ;5141,000 . .i.g1 : T;31,,K 6 LOT 9'TIFFANY PARK DPI f.i 2 Q : NW S :21 T: 23N R :OSE 1-_3'edrrn • 3 lifts F.3.471. 1 /1 /1 Stories: I B/dgSF: 2,1.50 /lc: .21 18:.1977 Ph: 425-226-2439 / —.....-- _ — --- . Owner ;PI:AMU Lorry L Parcel# ; 864551 1180 02 Site : 1305 Hacring:•:on A:vrt..-SE Renton 98058 . Sale Date : Mail : 1305 Flart-ingion.Ave SE Revlon Wa 96058 Sale Price We ; t 01 Res,Single Family:Residence AM.V : $140,000 Lgl : 1-31..K 6 i.O.T 10 TLETANY PARK DIV*2 Q : NW S :21-- T: 23N R :05E Becim : 3 Bth F311: 1 /1 / Stories- 1 IS14;517: 2,520 Ac: .2C) IT:1977 Ph: 425-271-3021 Avve7Cr 7 .63.VAIIME Tcre:sa Parcel W :864551 1190 00 gite : 1301 Harrington Ave SE Rmion 98058 Sale Date :09/29/1989 Mail : 1301 Harrington.Aye SE Kenton Wa 98058 Sole Price Use : 101 Res,Single Family Residence Agi.1"/ • $144,000 1,4 : SLK 6 LOT al ni,T.ANY PARK:MY 31 2 0 :NW 5' :21 T: 23N J : 05E 23,14r7r1 : 3 Btie 273H: 1 11 /1 Stories: 1 BlcigSF.:2,390 Ac: .36 n':1971 Ph: 206-235-9621 ---- Owrsv, : Plodzi 42:Leonard ,P.:vyttel# :864551 1200 08 %ite : 1402.Inde.,-4.Ave SE Renton 98058 SaTh Date : 03/23/1988 :Vail : 1402i Kaci.w.E.Ave;732 Renton Wa.93058 Sale Ppice aye : 101 Res,Single Family Residence A.5e.i.V :$145,000 Igi , 11.0".47 32 TIFFANY PARK DPI II-2 Q :NW S :2 1 T:23N R : 05E 3t)drin . 3 Bth P3H: 1 /1 / Stories; 1 .13.145F: 2,520 "lc: .94 18:1976 Ph: Tin inomicaionfividded 1,y.Deennd te.ffliablo,fita hi 14+,4 CiiR-V•Onfeaci. • • JUL 1'2 ""{`_1 1ti:lb I-k LI-I l U-IUU I 1 I LL'l,b eMb bbbic_' b'J I U �.`:,UtI r•u•Je I-'.Ub"-Ut1 • Met'' :,,r.eug/Gain 07:1) Owner : Su-achan Robert u_ Parcel i w : S64551 1210 tiff Site : 1406 Index Ave SE Renton 98058 Sale Date : Mail , 1406 Index Ave SE Renton Wa 930558 Sale Price : Use : 101 Rcs,Single Family Residence Asc€I✓ : $158,000 41 :131,K.6 LOT 13 TIFFANY PARK DIV n 2 :NW 3 : 21 T: 23N R : 05E 13e irr,•a : 3 8th 113h': I /1 / Stories: I i3ldguF: 3,050 Aic: .75 .}:IB:1977 Ph: ' Owner 1-hill A 1\v 1t411,iaD.J Tanaka Parcel ilk : 864551 1220 04 Si I,f: : 1410 Index Ave SE Renton 98053 Sale Date '05/24/1991 Mail : 1410 Index.Ave SE Renton We 98058 Sale Price :$137,000 Full • U.s^ : 101 Res,Single'Family Residence • :;srl.V : $151,000 14/ : ELK 6 LOT 14 TIPP ANY PARK DJV it.2 Q : NW S : 21 T: 23N rt : 05E t. :-e : 3 8th Fla': 1 /1 11 Stories: 1 Bldg : 2 150 f1c: .45 11B:1977 Ph: 509-255-7374 _ t er G Ve 'kt cisco 5 li/Maria Teresa Pareal„A' : 864551 1230... 02 sire : 1414 index.Ave SE Revlon 98053 Sale Date : 09/2811998 Mail : 1414 Index Ave SE Renton W<a 98053 Sale Price : S152,000 Full Use : 101 Res,Siu 1e Family Residence Asrl V : `;.l38,000 Lb/ :131�1(6-LOT 15 TIFFANY PARK DIV*2 Q :NW S : 21 T: 23N R : 05.E Uedrm : $ 8th P5 1': 1 /1 / Stories: 1 F31d.f: 1,800 Ac: .:14 YB:1977 Ph: / .-----..._..--- Owne . Trait Timothy Parcel 1, $64551 155+7 04 Site : 1402 <L�,!. _n� n Ave SE Renton 98053 Sale Date :04/01/1988 1 it : 19324 133 Ave SE R" 9805$ Sale Price -m�'� s l=�'1�a/?'4 SE va'1CCf?a Wa v G8' ,.1189,4100 Use : 10.1 Res,Singie Pa:rally Residence fdsd.l.7 : $153,000 PL • iitLf‹.7LOT 1 TIFFANY'PARK DIVf 2 Q : NW S : 21 T: 23N Jai : 05E &c/rm : 4 lath F3.U:2 /1 I ::tariffs: 1 ,t3lhitS . 2,520 A: 178:1977 Ph:253-630-2641 .. 01,,..er . Nakata lames ll�,.._ -- -_; ,�,o.W..._„_ T Farce/i 1 1560 02 �.. ' ri�5`•.SJ� lF Site . 23015!�.m 3ngion.Ave SE,iRenton 98058 Sale Date . litr,:ii . 1306 1 asT.:4.i1.Won Ave SE Renton We 9309 Sale Pike . • Use 1101 Res,S,`In ie Family Residence Ascl.V : $142,000 Lgi : •d23,LIC 7 1,,O19'2 T1FeFMN PARK.NV,,4 1. j 7 Q :V/ .5' :21 T:23N R . 05E �ak:Cfrin : 3 8th P31: 1 /1 / Stories; 1 /c/g : A,70 n<�G. .17 { 4 ,�_=r-.r� k'�1':1)7'� Ph:��aJv�SJ�^2 lt`h' (�uwa r : &ieaage Jeffrey 17 Parcel . 864551 a 570 00 W i/< . 1300 Hpirringion Avg:, 13 Renton.98058 Sale Date . Mat . 1300 H'<an•.'.Puiton Ave'SE kaeIite n We 93058 Sale Price : Use : 101 R ev,Single i~e.a.ily Residence Awl_V : $144,000 ,,;1 :l37 `7 1;X)13 TIFFANY NY AR DIV/2 - Q :NW S :21 T: 23N B :05E i3erI ii :3 • 13th Ft:f': 1 /1 /1 . Stories: 1 .Bldg,.`': 2,I30 Ac: .17 I'T:1977 Ph: /Owner : Sa.!?s,:t Bobby y L&Lavonne F . — — __-_---- Parcel dl : 864551 1580 08 Site : 2407 Index.AveSE Renton 98058 Sale Date : 12/10/1987 Mild : 1407 index k.,,r3 SE Renton Wa 980 8 Sale Price Use : 10 i R+s,Singlc)Family Residence A1s:: if :5 7$149,000 } T (� 1.,`I : t : - 3.1 vV 4 TIFFANY PARK DIV i L 0 :NW . 21, / :23N R :05E f lle'drni : 4 BM f% ;1: 1 /1 / Stories: 1 .8iag5J : 2,520 Ac: .?/ Y.B:1977 Ph: 425-228-8970 urici.:to aaei,s•A Mai hhew/Julie R .w _ . Parcel`4 - 364551 1740 05 Sue : 1401 i ing.oi Ave SE Re31'a rt 98058 Sale Dated r •4 Mail : 1401y i'e,allirtgi0a Ave SE Renton We 98058 Sale Price : $130,500 Fal Use : „ :$144,000 2t s c•.GS,,,;at;�f1G Family R�Gat1L`ract; r�.`.�i�!' ,.r. T: 1;;1 : 31s;� '"LOT':r R��f?.I�1`"='r'�r'aTa.>'`.'�.:aT"�i f_`r Q : NW .� 2l 23N R :OrE Be:ekm : �:' RA/7.511: 1 /2 / Stories: ° P,'i:7;.51: , 3 Ac, .17 B : / 415-2,28-7665 • The 1,'efA.+-mg-don Prnvicce'Is.Dc4,7,:F`:,^iiztri¢'.8ei ts.i:'at(ru-ire a£e:C:< JUL 1,2 ' ‘:.) ... ;17 1-1-: L.1-111._.HLIU I I I Lt:-../Lb eub btid. b.--fr.i. I U e: tliz;(0"Je--) - ------, ,-- ,,- ' srVirettek-i&fan/King(WA) . '. . ......._. . -- ,........_ Owner :Martz Edward Parcel 4 :864553 0210 06 Site : 3406 SE 16Th PI R.emon 98058 Sale Dak. : Moil : 3406 SE 16/1 PI Renton VI;,1 98058 Sale Pried:r : Use : 101 Res,Single Family RQ•sidence .43d.V : $141,000 Lgi : LOT 21 TTFFANy-MIK Dll:/44 Q :NE S : 21 T:23N R : t)5E &Wiwi • 3 8th F311:2 / / Stories: I lqdgEF: 1,820 .4c: _19 1T:1980 Ph:425-228-1461 , _---....._ --- _--....— .. •- . • — • .-/Owner :Follis Joyce-i"14 Parcel II ; 864553'02.20 04 / Site : 3400 SE 16Th PI P.Mitan 98058 , Sale Dote : Mail : 3400 SE 16rn PI Renton Wa 98058 Sale Price - . • Use ; 101 . Res,Siogle Family Residence fl.s</.V : $149,000 Lg/ :14,7 22 TITTANY PAr-t.K DIV 4 Q ;NE ,,':,:' : 21 T:23N R : 05E lied,,pn : 3 $111'F311;2 1 / Stories: .1 B I org3 IT; 2,130 Ac: .1 . 16:1980 Ph:206-227-9649 -:vizor 1orison Pal T rcel-4 : 864553 0230 02 / ., Saq : 1402 Olympia Ave SE Re'nton 98058 , .-----. Pa Sale Date : 10/11/1985 Mal : 4050 Sokt 0 Norway Sale Price : $85,.000 Use : 101 Ros,Single Family Residence: Ascl V ' $149,000 1.g,1 : LOT 23 TIFFANY PARK DIV IN Q :NE S • 21 T: 23N R :05E Bedrw : 3 BM 173H:2 / / Stories: 1 atd,gS,F.2,130 ilc: .33 1T:1980 • Ph: Owne.r :Higgins Erixoe C Parcel 4 : 864553 0240 00 1401 Olympia Ave SE Renton 98053 Sole Date : 07/11/1986 . . Mail . 1401 Olympia Ave SE Renton Wa 93058 Sale Price : $89,500 Use • 101 Res,Single Family Residence „4sc.i.V : $148,000 1..g.1 : I•07.'24 711:1--'„kNY PAU- DIV e4 0 :NE S : 2 i T: 23N R : 05E Bedrypi : 3 Bth IF.31-1: 1 /1 / otories„ i B14.5.1:: .2„560 . AG: .48 18:1980 Ph:425-228-7550 .—..._ — --- ---— — / Owner :Thylur Mare A;Lyon Leona.1 Parcel li ; 864553 0250 07 SW : 1409 01ympih Ave SE Renton 98058 Sale Dela- : 12/29/1998 Mall : 1409 Olygnvia Ave SE Ren.ton Wa 96053 • Sale Price : 51,659,950 Full We : 101 Res,•Single Family Residence . Arc].il :$140,000 .i.„TI ! LOT 25 TEFFANY PARK DIV#4 Q :NE S 7 21 T: 23N R :05E Becii, : 3 8thF3I-1: 1 /1 / Stories, 1 B14,1gSF: 1,720 iic:,.19 ..Y8:1980 Ph: Owner :fTaydcs Carol Szli.t5; ?„4),-.:-:: 01p4npia Ave SE Renton 98058 i sue , Parcel li : 364553 0260 0 Sale Date ; 0410711988 • Mail. : 14:33°lymph; Ave SE Renton Via 4,-)805/..? . Sale Price : We : 101 Res,Single Fsn:ffly Residence As.d.V :5140,000 Lgi . LOT 26 TIFF,e,NY PARK DP,/44 0 :NE 5 : 21 T: 23N 1? : 05E /le cif In : 3 Sth.17:311: 2 / / Stories: 1 ErcliTSF: 1,780 .,1c: .17 E13:1980 Ph: 425-271-2677 (.71pne:- : Trail Simon'T 7/ Site : 1410 Newport a SE Renton 98058 Parcel-0 864553 0300 07; Sale Dale ; Mail • 141.0 Newport Cl.SE Rein Wa 980.58 6'41/6.Price : Use : 101 • Res,Slik*Family Residence Asci.V :$149,000 -`-'6I,..1 :LOT 30 TIFFANY PARK DIV#4 0 :MS S :21 T: 23N R :05E Bairn : 3 Btli ic.3H: 1 /1 / Sio?-ies: 1 BlitSF: 2,.130 ..ile: .36 118;198.0 Ph: 425-271-7078 •,,,... .____ ..scra.awc-ay..........--....*--..-.........,,,..",=,:-..,-,•-•-•---..---...-.*-.—“....,.... ..,• • . . . ..- "/O Wier. : Lutz Timothy Aft;AM 1... ya Parcal.A! : 864560 0010 09 Site : 1324 Lake Yotmgs Way SE Renton 98058 Sale Data :.03/30/1996 Jo-ail : 1',1Q:•.' Lake'Youngs Way SE Rim.1031 Wa 98058 Sale Pylee :$117,000 Full We : 101 Res,Skaglc Family Roside-nce "Isd.7.1 :$112,000 Lgi ;1.„(1,1-1 TriVANY PAI-Uc.REPLAT OF POP, 0 :NW S :21 T: 23N _F( :0.5E. Redi-TH : 3' 21.th A-73.7:!: 1 / / Stores: 1 ,Bide,S1-7: 960 Ac: 16 YE:1963 Pk: 425-271-0932 The Ihjimocition Provided Is Deemq:i Reigrble,Si-iris Nor Citzararata .JUL 1e `=-y !.:.)• 1i rr, cri1L1MLU euo 00c. O .l.../ I .uI„ cII I MetF<..�Sd i!/Kin (WV / Owner :(113 Ourrnit S&idlohinrlcr K Parcel$1 : 864560 0020 07 Site : 1402 Lake Youngs Way SE Renton 98058 Sale Dare :07/01/1932 a r Avec :$60 000 Mail • 1 31 a33T1a�.,r�SE ?�v05:1crl�Price , Use : 101 Res,Six gle Family Residence .�i.,d.?' _$125,000 � l : LOT 2 rTITI-?A Is Y PARK REPL.A,T O PQR Q • NW S :21 T:23N R :05E Decirm : 3 e3th F 5i-1: 1 / / 3rcr1es: 1 81dgS': .1,240 .hc: _1€= Y3:1969 Ph: — �vnr:s• .S�+iccle�;�ei�'c�-�voa�l Pce'ce:{r a3 :364560 0030 05 / Sale Dale . 12/29/199$ AO kU �g..i.8.kE-2r(}ll:�a�5 Way SE'�ayi�t0n%ybt):J3 Mail : 1403 Lake Youngs Way SE Renton 98058 Sale f r•ic :$5'7,208 Full 6 7$0 : 101 Res,Single Family, Residence As.d.i% :$131,000 l : LOB:3 T IN^ "PAR'cs i2 EP AT OF Fork Q :NW S :21 T: 23N R :05E .3edr : 3 8!h F3H: I / / Stories: I Bi gS : 1,310 Ac: .17 YB;1976 Ph: • • • • • Tim Itlfo edic,Xh rE+rt77+i(t.aISDile111:54/ aliL:+itt.But1i i`J(i'rra++crartrac, ** TOTAL ?AGE.08 ** CONSISTENCY OVERVIEW: • fit• •Y 0 Analytical process ' U Land Use/Zoning: Teel•: :!Is designated Residential Planned Neighborhood(RPN)on the * t7 Comprehensive Plan Map and zoned Residential-14 Dwelling Units per Acre(R- • 14).Densities of 8 to 14 dwelling units per acre are permitted within the R-14 It ' . Zane.Bonus densities up to 18 dwelling units per acre are permitted when bonus , �Nrr0 criteria are met.The applicant estimates a net density of 4.07 dwelling units per acre.The applicant has requested approval of an exception from the minimum NOTICE OF APPLICATION • density requirement of the R-14 zone'The proposal appears to comply wilh applicable development standards of the R-14 Zone. AND PROPOSED DETERMINATION OF Density: Applicant estimates a net density of 4.07 dwelling units per acre(dulac), NON-SIGNIFICANCE-MITIGATED (DNS-M) assuming development of 205 units on 50.38 acres.The applicant has subtracted 13.58 acres of steep slope area(exceeding 25%)from the 64-acre • total site area to calculate the net density. Environmental Documents that • Evaluate the Proposed Project: Geotechnical Consultation Report for Parker PUD(September 26,1995);Traffic DATE: August 11,1999 Analysis Update(November 21,1997).Environmental documentation for Parker PUD(ECF-085-81,PPUD-078-81,and FPUD-024-85) LAND USE NUMBER: LUA-98.181,SA-H,CU-H,V-H,ECF,SM Development Regulations ' Used For Project Mitigation: The proposal will be subject to the City's Environmental Ordinance,Zoning Code, APPLICATION NAME: KENSINGTON CREST CONDOMINIUMS Public Works Standard's,Uniform Building and Fire Codes,etc. These adopted PROJECT DESCRIPTION: Proposal to develop a 64-acre site with a condominium complex,including a total of 205 codes and standards would function to mitigate project impacts. ' units(103 townhouses end 102 gat units)that would be developed on approximately 16 acres of the site. A nearly one- • acre village green in the central portion of the site would Include a sports court,picnic area and open recreation area.The proposal also includes a community building for residents.A total of 558 parking spaces would be provided in surface lots, Proposed Mitigation Measures: on driveway aprons,in carports and garages.The proposal also includes a recreation vehicle parking area.Access to the The following Mitigation Measures will likely be Imposed on the proposed project.These recommended Mitigation site would be via a private street boulevard off Royal Hills Drive.A secondary,emergency access would be located east of Measures address project impacts not covered by existing codes and regulations as cited above. the mein access,also connecting to Royal Huts Drive. • The site is encumbered by steep slopes and powerline easements. Approximately 5.38 acres of steep slope area 1. Fire Mitigation Fee:payment of the applicable fee at$388 per each now unit,and$0.52ls.f.of non- (exceeding 40%)is located along the east,west and north boundaries of the site.The proposal avoids disturbance of the residential construction. steep slopes except for installation of atonnwater and sewer lines off the north end of the site. Powedine easements (approximately 7.9 acres)cross through the center of the site. Buildings are prohibited under the powedine easements 2. Traffic Mitigation Fee:payment of the applicable fee at the rote of 375.00 per each new average weekday and the proposal utilizes this area for parking and the village green. / trip generated by the proposal. The proposal requires a conditional use permit for extension of stormwater and sewer utility lines through greenbelt- designated areas with slopes exceeding 40%. A variance from the Land Clearing and Tree Cutting Regulations is also 3. Parks Mitigation Fee:payment of the applicable foe,at the rota of$354,51 per each new multi-family unit required for disturbance of slopes greater than 40%.In addition,a Shoreline Substantial Development Permit Is required 4. Earth/Solis:follow recommendations of the gootechnlrai engineering report.Provide for effective In order to install a stormwater line within 200 feet of the Cedar River. erosion control during construction. -PROJECT LOCATION: 3500 SE Royal Hills Drive Comments on the above application must be submitted in writing to Mr.Peter Rosen,Project Manager,Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on August 27,1999,This matter Is also OPTIONAL DETERMINATION OF NON-SIGNIFICANCE-MITIGATED(DNS.M):As the Lead Agency,the City of Renton scheduled for a public hearing on October 05,1999 at 9:00 AM,Council Chambers,Seventh Floor,Renton City Hall,1055 has determined that significant environmental impacts are unlikely to result from the proposed project.Therefore,as South Grady Way,Renton.If you are interested In attendingthe hearing, permitted under the RCW 43 p 0,the City of Renton is using the Optional DNS(M)process to give notice that a DNS- please contact the Development e u Services M U likely to be Issued.Comment periods for the project and the proposed ONS-M are integrated into a single comment Division,(425)430-7282,to ensure that the hearing has not been rescheduled.If comments cannot be submitted to writing by the dale indicated above,you may still appear at the hearing and present your comments on the proposal before . period.There will be no comment period following the issuance of the Threshold Determination of NonSignificence information by mat,contact the Project Manager.Anyone who submits written comments will automatically become a Mitigated(DNSM).A 14-day appeal period will follow the Issuance of the DNS-M. party of record and will be notified of any decision on this project.the Hearing Examiner.If you have questions about this proposal,or wish to be made a party of record and receive additional PERMIT APPLICATION DATE: July 15,1999 • NOTICE OF COMPLETE APPLICATION: August 11,1999 CONTACT PERSON: PETER ROSEN (425)430.7219 Permits/Review Requested: Environmental Review,Conditional Use Permit.Site Plan Approval.Variance,and !PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION , a Shoreline Substantial Development Permit for any project improvements or utilities within 200 feet of the Cedar River. - , eaaaw uv x J ac Am sr. Other Permits which may be required: Construction Permits, Building Permits, Forest Practices Permit, National - 1 ` S - _ . i Pollution Discharge Elimination System Permit,Hydraulic Permit Approval(HPA). / Requested Studies: Level 1 Downstream Drainage Analysis(January 4,1999);Soils Report,on-site A r. '� (March 24,1999);Sails Report,off-site(February 26,1999);Traffic Report(June O.. 21,1999) • • Location where application may 3 be reviewed: Planning/Building/Public Works Division,Development Services Department. al - 1055 South Grady Way,Renton,WA 98055 SITE440. PUBLIC HEARING: A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting in the Council Chambers on the seventh floor of City Hall.Renton, w•v VA 5[ROYAL 1nt5 j/ 9 Washington,on October 05,1999,at 9:00 AM to consider the Site Approval, Ak- %///; a Conditional Use Permit and Variance. ..., AS `r ga 0)' s GENMALOT — - A KENSINGTON CREST. a VICINITY MAP S CERTIFICATION .I, (c c c zeYku . , hereby certify that (O copies of the'above document were posted by me in (v conspicuous places on or nearby the described property on . kM[tt Q-I- 1:, 1 )�9j 1i . Signed: A'1TEST: Subcribed and sworn bf fore me, a Nortary Public, ' or e State of Washington residing in ,, ., , on the , j Y day of ' _i MARILYN •KA CHEFF • NOTARY PUBLIC SATE OF WASHINGTON • COMMISSIC3i�!EXPIRES MARILYN • DUNE 29, 2003 MY APPOINTMENT N i'MENT EXPIRES:6-29.03 . • tiVY O ru NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE - MITIGATED (DNS-M) • DATE: August 11,1999 LAND USE NUMBER: LUA-98-161,SA-H,CU-H,V-H,ECF,SM APPLICATION NAME: KENSINGTON CREST CONDOMINIUMS PROJECT DESCRIPTION: Proposal to develop a 64-acre site with a condominium complex, including a total of 205 units(103 townhouses and 102 flat units)that would be developed on approximately 16 acres of the site. A nearly one- acre village green in the central portion of the site would include a sports court,picnic area and open recreation area. The proposal also includes a community building for residents. A total of 558 parking spaces would be provided in surface lots, on driveway aprons,in carports and garages. The proposal also includes a recreation vehicle parking area. Access to the site would be via a private street boulevard off Royal Hills Drive. A secondary,emergency access would be located east of the main access,also connecting to Royal Hills Drive. • The site is encumbered by steep slopes and powerline easements. Approximately 5.38 acres of steep slope area (exceeding 40%)is located along the east,west and north boundaries of the site. The proposal avoids disturbance of the steep slopes except for installation of stormwater and sewer lines off the north end of the site. Powerline easements (approximately 7.9 acres)cross through the center of the site. Buildings are prohibited under the powerline easements and the proposal utilizes this area for parking and the village green. The proposal requires a conditional use permit for extension of stormwater and sewer utility lines through greenbelt- designated areas with slopes exceeding 40%. A variance from the Land Clearing and Tree Cutting Regulations is also required for disturbance of slopes greater than 40%. In addition,a Shoreline Substantial Development Permit is required in order to install a stormwater line within 200 feet of the Cedar River. PROJECT LOCATION: 3500 SE Royal Hills Drive 4\'' / OPTIONAL DETERMINATION OF NON-SIGNIFICANCE-MITIGATED(DNS-M): As the Lead Agency,the City of Renton V has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore,as permitted under the RCW 43.21C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS- M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non-Significance .• Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: July 15,1999 NOTICE OF COMPLETE APPLICATION: August 11,1999 Permits/Review Requested: Environmental.Review,Conditional Use Permit,Site Plan Approval,Variance,and a Shoreline Substantial Development Permit for any project improvements or utilities within 200 feet of the Cedar River. Other Permits which may be required:. Construction Permits, Building Permits, Forest Practices Permit, National Pollution Discharge Elimination System Permit,Hydraulic Permit Approval(HPA). Requested Studies: Level 1 Downstream Drainage Analysis(January 4,1999);Soils Report,on-site (March 24,1999);Soils Report,off-site(February 26,1999);Traffic Report(June 21,1999) Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting in the Council Chambers on the seventh floor of City Hall,Renton, Washington,on October 05,1999,at 9:00 AM to consider the Site Approval, Conditional Use Permit and Variance. • GENMALOT CONSISTENCY OVERVIEW: Analytical process Land Use/Zoning: The project site is designated Residential Planned Neighborhood(RPN)on the Comprehensive Plan Map and zoned Residential-14 Dwelling Units per Acre(R- • 14). Densities of 8 to 14 dwelling units per acre are permitted within the R-14 Zone. Bonus densities up to 18 dwelling units per acre are permitted when bonus • criteria are met. The applicant estimates a net density of 4.07 dwelling units per acre. The applicant has requested approval of an exception from the minimum density requirement of the R-14 zone. The proposal appears to comply with applicable development standards of the R-14 Zone. Density: Applicant estimates a net density of 4.07 dwelling units per acre(du/ac),-- assuming development of 205 units on 50.38 acres. The applicant has subtracted 13.58 acres of steep slope area(exceeding 25%)from the 64-acre total site area to calculate the net density. Environmental Documents that Evaluate the Proposed Project: Geotechnical Consultation Report for Parker PUD(September 26,1995);Traffic Analysis Update(November 21,1997). Environmental documentation for Parker PUD(ECF-085-81,PPUD-078-81,and FPUD-024-85). Development Regulations Used For Project Mitigation: The proposal will be subject to the City's Environmental Ordinance,Zoning Code, Public Works Standard's, Uniform Building and Fire Codes,etc. These adopted codes and standards would function to mitigate project impacts. Proposed Mitigation Measures: The following Mitigation Measures will likely be imposed on the proposed project. These recommended Mitigation Measures address project impacts not covered by existing codes and regulations as cited above. 1. Fire Mitigation Fee: payment of the applicable fee at$388 per each new unit,and$0.52/s.f.of non- residential construction. 2. Traffic Mitigation Fee: payment of the applicable fee at the rate of$75.00 per each new average weekday trip generated by the proposal. 3. Parks Mitigation Fee: payment of the applicable fee,at the rate of$354.51 per each new multi-family unit. 4. Earth/Soils: follow recommendations of the geotechnical engineering report. Provide for effective erosion control during construction. Comments on the above application must be submitted in writing to Mr.Peter Rosen,Project Manager,Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on August 27,1999. This matter is also scheduled for a public hearing on October 05,1999 at 9:00 AM,Council Chambers,Seventh Floor,Renton City Hall,1055 South Grady Way,Renton. If you are interested in attending the hearing,please contact the Development Services Division,(425)430-7282,to ensure that the hearing has not been rescheduled. If comments cannot be submitted in writing by the date indicated above,you may still appear at the hearing and present your comments on the proposal before information by mail,contact the Project Manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project.the Hearing Examiner. If you have questions about this proposal,or wish to be made a party of record and receive additional CONTACT PERSON: PETER ROSEN (425)430-7219 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER`FILE IDENTIFICATION BRONSON WAY N NE 41H ST. ,Qr a11111h, SITE• coolW Y SE ROYAL NULLS DR ///�/ �: 4 • itj, s • KENSINGTON CREST . VICINITY MAP CITY (' RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator August 11, 1999. Mr. Dana Mower DBM Consulting Engineers 502- 16th Street NE, Suite 312 Auburn,WA 98002 SUBJECT: Kensington Crest Condominiums Project No. LUA-98-161,SA-H,CU-H,V-H,ECF,SM Dear Mr. Mower: • i The Development Planning Section of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. It is tentatively scheduled for consideration by the Environmental Review Committee on September 07, 1999. Prior to that review, you will be notified if any additional information is required to continue processing your application. The date of Tuesday, October 05, 1999 at 9:00 a.m., has been set for a public hearing to review the above-referenced matter. The hearing, before Mr. Fred Kaufman, Renton Hearing Examiner, will be held in the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton, WA. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you one week before the hearing. Please contact me, at(425)430-7219, if you have any questions. Sincerely, Peter Rosen . Project Manager cc: General Acceptance Corporation/Owners Bealko, Inc. ACCPTLTR / 1055 South Grady Way-Renton, Washington 98055 �a_ . __ . • • i • V 1 E.::.:;,;::< DE VELOPMENT:: ::::::::....:::........................:.:::::...............:.:.:::::..................... ......:.::::::::::.. ......... :::::::. .................PRQJECT..INEOI�M�4TI0 :::..:::.;:....................................... ote::;If there:is'.more'than.one tegal;owner,;please attach::an;additlonal, PROJECT OR DEVELOPMENT NAME: NAME: Jack Funes Kensington Crest Condominium General Acceptance Corp. Complex • PROPERTY/PROJECT ADDRESS(S)/LOCATION: ADDRESS: 12 20.7 N.E . 8 th Royal Hills Drive and Index Avenue SE / 21-23-05 CITY: ZIP: KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): v Bellevue 98005 '• .=_�0� 212305-9068-03 TELEPHONE NUMBER: (4 2 5 ) 4 5 3-9 4 0 3 EXISTING LAND USE(S): c. ✓ < ' ,.►,mil l� Y�„��'� Vacant/undeveloped PROPOSED LAND USES: NAME: Bealko, Inc . ^n Dick Butco , President UnitCondominium Complex COMPANY (if applicable): Bea lico , Inc . EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Medium density single-family • residential- ADDRESS: P . 0 . Box 3266 PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): N/A • CITY: Federal Way ZIP: 98633 EXISTING ZONING: • R-14 • TELEPHONE NUMBER: ( 206 ) 381-1486 PROPOSED ZONING (if applicable): -C C PER:.:::.;. N`SO <>>�< : << ';_'<<; R14 SITE AREA (SQ. FT. OR ACREAGE): NAME: Dana B . Mower Overall site area : 64 acres approx. Area to be developed : 19 acres approx COMPANY (if applicable): DBM Consulting Engineers PROJECT VALUE: $10 milli.on ADDRESS: 502 16th Street N.E . , Suite 312 IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? N • CITY: Auburn ZIP: 9 8.00 2 IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY SENSITIVE AREA? TELEPHONE NUMBER: ( 253 ) 887-0924 Yes , steep slope hazard areas c `M (f)7G l/lam CQ .Pn- �t�2 • EGA► .;DSC1P1. 1 .4FPRa.PERTY;;.{Attach.ae arateshee .:. ::. :>;::;:<::::.:::::.::.;:.;;;:::::.;.::;;: See attached legal description. `'''` TYPE`.::<:::., ;.;::;., .:: .;: ,< :,.:;:.<> „ .:.;;;.: . > <>?'` ';; .'_:' > >>` <>.<<'. >>€> .:,,,,<.,,, <€::;;;:: . >>::»::»:: :: ::::::::::::;;«::;;::::>.>:. :::: ;::;::::::::>:<::: ::::<:;>: :>::::>:::;<::::: CAT :::: ::>::>Ch to.4ll a li.ca ion:€, >.:>;::::::::::>�::>;::>:<:><:>:>:::.:.:::::::::.::::...:.:...:....:. :...::...1?P.:....:............. fYP .... taff...w>ll..d.e: r::: I ... *:::::.........:.::::: .:: . : ::. _ANNEXATION $ SUBDIVISION: _ COMP. PLAN AMENDMENT $ _ REZONE $ _ LOT LINE ADJUSTMENT $ _ SPECIAL PERMIT $ _ SHORT PLAT $ TEMPORARY PERMIT $ _TENTATIVE PLAT' $ CONDITIONAL USE PERMIT $ i )60D _ PRELIMINARY PLAT $ X SITE PLAN APPROVAL--IA $ 2, 0Q0 _ FINAL PLAT $ GRADE & FILL PERMIT $— (NO. CU. YDS: • ) PLANNED UNIT DEVELOPMENT: $ X VARIANCE $ 250 (FROM SECTION: ) _ PRELIMINARY WAIVER $ FINAL _WETLAND PERMIT $ — ROUTINE VEGETATION MOBILE HOME PARKS: $ MANAGEMENT PERMIT $ _ BINDING SITE PLAN $ SHORELINE REVIEWS: SUBSTANTIAL DEVELOPMENT $ _CONDITIONAL USE $ 1 ,000 _ VARIANCE $ EXEMPTION $No Charae X ENVIRONMENTAL REVIEW $ 500 REVISION $ >:::>:::<:.:.<:>::::>:>:>::>:>; :i l.:I:<:.<>><>iii i:::<>:>. >:::<:>>::.:>.:>:>igii:.:.::: ....A..FID VIT ...............................................................:...:.:::..::::::. .... .: . I, (Print Name)t'da L &.&++o, declare that I am.(please check one)_the owner of the property involved in this application, X the authorized representative to act for the property owner(please attach proof of authorization), and that the foregoing statements and answers herein •contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belief. Oliff V I A I Q wf'� ��\\\\�� cu,.. /� ATTEST: Subscribed and sworn to before me, a Notary Public, in and if• [� \. .c\r. TM ............State of y�Jk residing at (Name of Owner/Representative) : :•�t •.. 0.(ti , on the /y day of a SEPT 1 sw '*' 23 ?*� (Signature of Owner/Representative) r '.0 2001 *: �' • 4. f.fi•'• OF w40.. ..) i nature of Notary Public) .::.:..:................................... ii,'44fY:PV .0. ..:.. .. s sec o < >::::s>:::: ;co:: ' .: ::<: >; : ::;;:;:;:<:::::»::::>:>::::::: :::: ::::::::>:>::>,:> :.... ... U e..to.be.com:ieted;6�",C. :.,, .... .:.:::.......::....... :.:......... ......................... .... ...... .p Staff,.):: :::.:::::::::::::>:.;:.:.;� . ..;;;:.;;:.:: ...�.::.;:.:.><:.:.>;<> ::.>::;::.: mB r. tY::. ..i.��..:.;.;:.:;:.::A:: :..DBS.F.:::Cr4,F?:.:S:.;:.:.:CAP..U.....gPA.....� ..A:.�.:C ............... .>;;:.;:. :.:.;:.;:.;:MH .......FPUD:::::.FP.,.:.P,P.:R..�:.RVM ... A-. :;:::< A- .:<:>::: - .:;.;;:. _ ;.;:.;: :;::;<::: �:::>:« :.>:<.::. .:.>:. _ .;::;::::...:. ::.:.:.. �:.. .::::.:. :;:.:. P . .A....S . .....SN.PL A.::::.SHPL...H.::::.SP.::::SM.::.:.:S.It�E:.:.:.TP.;;:.;;;. :,A::.:;:::�fzB::::<,:11:>;:;:�::W::<:;:> ...... .. .4 .. .... ...... ...•..:.n::::..::.... ...... .. ..t...:::.: ........:.::::.::TQT,AL.:P.OSTAGE.:P. :.::. ..................:::::::::::::::::::::::.:........:.::...::.:::: MASTERAP.DOC REVISED 8/97. Gam„ ,�,p�.:�;:�;:�:;�;:�:;: �:;;::.'•::�;;:�;:�:::.:;>:::;;��:�;:�:: :� E�:`• :�::i;:�:�:�::1�:::�:�:�:::::�2�3:':�z`?:'•i`'• :':�``>'2�:;<:�:�::::::a;;:�:s:�::�;:::r:;;:�:�:�:::�:i�:�:�:�:�>:�� :3:�:�:�:: E; :::�:�:�:�: - . IICAGO TITLE INSURANCE CO.E. .- . CONDOMINIUM CERTIFICATE Order No. 489658 SCHEDULE A (Continued) • LEGAL DESCRIPTION • . THAT PORTION OF SECTION 21, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, TTY, WASHINGTON; DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH LINT' OF SAID SECTION A DISTANCE r WEST OF THE WEST LINE OF GOVERNMENT LOT 4 IN SAID SECTION; 0' 1000 FEET THENCE SOUThrA.gTERLY 1121.85 FEET TO A POINT 940 FEET • SOUTH OF SAID SECTION AND 380 FEET WEST OF SAID WEST LINE OF GOVERNMENTSAID NORTH LINE OF THENCE SOLI EEASTERLY 466.77 FEET TO' THE POINT OF LOT 4; -OF NCE SOUTHEASTERLY LOT 4 WIT:. .. INTERSECTION OF SAID WEST LINE THE GOVERNMENT POWERA LINE 187.5 FEET SOUTHERLY OF TEE ADMINISTRATION D IR'��'- MARGIN OF PERPENDICULAR FROM SAID MARGIN• MA_LE VALLEY LOOP NORTH LINE, AS MEASURED THENCE SOUTH 80°23'40" EAST (SOUTH 80°10'30" FEET; =-AST) , PARALLEL TO SAID MARGIN 634.26 THENCE SOL'Tr? 32°17'10" EAST FEET TO THE WESTERLY (SOUTH 32°04' 00" EAST) , PARALLEL TO SAID MARGIN, 248.67 MARGIN OF THE CITY OF SEATTLE-MERCER ISLAND OF WAY AS CONDEMNED IN KING COUNTY -SER=� E190 LINE RIGHT• SUPERIOR COURT CAUSE IG.-- TL�?7CE S O L'T::ER ,y, ALONG SAID !�` NUMBER R 4 8=i 9 0 MARGIN, TO THE POINT I SOUTHWESTERLY MARGIN OF BONNEVILLE OF INTERSECTION WITH T� NO. 1 T POWER ADMINISTRATION ROCKY REACH-MAPLE LINT; =-^�=-M_��r.^ V'��.T,�t- TzENCE NORTH 3 2°17'10" WEST 0 0 THENCE NORTH 32°1 '40"" WEST (NORTH 32°04' " WEST) , ALONG SAID MARGIN, .WEST (NORTH 80°10'3 " 1648.1 • EE1 TO THE NORTHEASTERLY MARGIN 0 WEST) , ALONG SAID MARGIN, 1648.18 FEET CITY OF ORTH GIN OF SOUTHEAST ROYAL HILLS DRIV= AS CONVEYED TO Tr- UNDER RECORDING =VEER 7502070394; • THENCE WESTERLY, ALONG SAID MARGIN, TO. A POINT FROM A POINT ON T"" WHICH BEARS SOL'TM: 09°30'00" EAST THE NORTH LINE OF SAID SECTION WHICH IS 638.89 FEET EAST OF THE NORTHWEST CORNER. OF. SAID SECTION, AS MEASURE THENCE NORTH 09°30' 00!' w�ST 1_75.63 FEETD ALONG SAID NORTH LINE; TOSAID POINT ON TEE NORTH LINE OF SAID SECTION 21; THENCE EASTERLY, ALONG SAID NORTH LINE, 1014.54 FEET TO THE TRUE POINT OF BEGINNING; • TOGETHER WITH THE, FOLLOWING DESCRIBED 'PARCEL: BEGINNING AT A POINT ON Tf.E'WEST LINE OF SOUTH OF THE NORTHWEST CORNER SAID SECTION A DISTANCE OF 1265.40 FEET TNCE SOUTH 34°54'30" THEREOF; T 940 FEET TO THE SOUTHERLY MARGIN OF SAID SOUTHEAST ROYAL HILLS DRIVE AND TEE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 34°54'30" EAST 55 FEET TO THE • BONBONNEVILLE POWER ADMINISTRATIONSOUT::=Rry MARGIN OF NCE NORTH 54°2 EAST ROCKY REACH-MAPLE VALLEY NO. 1 TRANSMISSION LINE; OF SAID SOUT E ROYAL SAID MARGIN, 830 FEET TO TEE SOUTHERLY MARGIN -EAST ROYAL HILLS DRIVE; THENCE WESTERLY AND SOUTHERLY, ALONG SAID MARGIN, TO TEE TRUE POINT OF BEG INNING. • • • CHICAGO TTTL•g INSURANCE COMPANY GENERAL ACCEPTANCE CORPORATION 12207 - NE 8th Bellevue, WA 98005 Phone #: (425) 453 - 9403 FAX #: (425) 455 - 9833 LETTER OF AUTHORIZATION TO SUBMIT To: City of Renton: I, Jack Funes, President of General Acceptance Corporation authorize Richard Butko of Bealko Inc. to submit to the City of Renton, the 220 unit Kentsengton Crest Condominium project. Located off of Royal Hills Drive in the city of Renton. J ck Funes, resident • DBM CONSULTING ENGINEERS CIVIL ENGINEERING DESIGN • LAND PLANNING • SURVEYING ENVIRONMENTAL SERVICES July , 1999 Ok-A Op OP 449 4/ Laureen Nicolay JO .7 , TGN ,NG City of Renton 99g Planning Department /fk%. 200 Mill Avenue South 4.1 Renton,WA 98055 RE: Kensington Crest Condominiums Site Plan Approval Application(File No.LUA 98-161,SA H, CUI1V-H,ECF) Our Job No. 5511 Dear Laureen, We have enclosed the additional information that you requested for the Kensington Crest condominium project. Please review the following items: Master Application (12 copies) Waiver of Submittal Requirements (12 copies) Project Narrative (15 copies) Environmental Checklist(12 copies) Previous Declaration of Non Significance (12 copies) Bonneville Authorization Letter(12 copies) Technical Information ReportlDownstream Drainage Analysis (6 copies) Building Calculations and Status (12 copies) Critical Areas Inventory(5 copies) Traffic Report (5 copies) Soils Report for off site (5 copies) Soils Report for on site (5 copies) Justification for Variance Request(13 copies) Justification for Conditional Use Permit(13 copies) Construction Mitigation Description (12 copies) Title Report(3 copies) Justification for Parking Deviation (14 copies) - this document was reviewed with the engineering plans,and no significant changes have been made Justification for Unit Deviation (14 copies) Surrounding Property Owners List(updated,3 copies) Surrounding Property Owners Labels (updated,3 copies) Aerial Photograph of Proposed Site (14 copies) Full Size Engineering Plans (12 copies) 502 16TH STREET NORTHEAST•SUITE 312 • AUBURN, WASHINGTON• 98002 PHONE (253) 887-0924 • FAX (253) 887-0925 — 2— July 15, 1999 Small Engineering Plans (2 copies) Slope Analysis Map (14 copies) Large Color Neighbor hood Map (12 copies) Small Neighborhood Map (12 copies) Color Neighborhood Display Map Landscape Plan (12 copies,revised) Color Display of Landscape Plan Landscape Screening Plan(12 copies) Shadow Plat(12 copies) Site Plan(12 copies) Color Display of Site Plan Reduced Maps Reduced Elevations Reduced Floor Plans Small Building Elevations/Floor Plans (12 copies) Full Size Building Elevations/Floor Plans (2 copies) Full Size Color Displays of Building Elevations/Floor Plans Please review the enclosed revised documentation in preparation of advancing the proposal to the Environmental Review Committee. If you have any questions or need any additional information, please do not hesitate to contact our office at(253) 887-0924. Respectfull , G11 H Chief of Operations DBM:rm Enclosures 5511c.019 502 16TH STREET NORTHEAST•SUITE 312 • AUBURN, WASHINGTON• 98002 PHONE (253) 887-0924 • FAX (253) 887-0925 • DBM CONSULTING ENGINEER CIVIL ENGINEERING DESIGN • LAND PLANNING • SURVEYING ENVIRONMENTAL SERVICES PROJECT NARRATIVE FOR THE • KENSINGTON CREST 205-UNIT CONDOMINIUM COMPLEX ;OPMFNT P Located at Royal Hills Drive and Index Avenue SE, Renton, WA T 1 opRFN ANN/N G Our Job No. 5511 JUt _15 99g The following is a narrative that describes various elements of the proposed Kensington Crest Condominium Complex in accordance with the site plan review narrative requirements for the City of Renton: 1. Size and',cation of Site The subject approximately 64 acre site is located in Section 21,Township 23 North,Range 05 East in the City of Renton north of Royal Hills Drive and east of Index Avenue (if extended). A vicinity map depicting the site is enclosed. 2. Current Use of the Site andAny Existing lnprvzenvnts The site is currently undeveloped. However,portions of the site are encumbered with utility easements. Both the Bonneville Power Association and the Seattle City Light maintain several overhead 115 kv lines through the property,including support poles and structures. In view of the constraints posed by the existing utilities and utility easements and by the site's steep slopes, only about 19 acres of the site are proposed for development. 3. Special Site Features Induding Sensitize Areas Most of the developable portion of the site consists of a plateau that generally slopes less than 25%. (See the 30" by 42" multi-colored drawing entitled"Kensington Crest Condominium Complex Slope Exhibit" prepared by Centre Point Surveying bearing a revision date of October 5, 1998 for a breakdown of the primary developable part of the site into various slope ranges.) Areas in excess of 40% lie along parts of the site's west,north and east edges. The steep slopes along the site's north and east edges generally continue down approximately 200 vertical feet to the Cedar River across abutting property owned by the City of Renton. The topography maps included with the application materials illustrate the location of the site's steep slopes. Currently, the site is undeveloped (other than the power lines and gravel access roads) and vegetated. The 502 16TH STREET NORTHEAST•SUITE 312 • AUBURN, WASHINGTON• 98002 PHONE (253) 887-0924 • FAX (253) 887-0925 - 2- June 25, 1999 site is engrossed in thin forest that includes conifer and deciduous trees and a great deal of sage. brush and pasture grasses. 4. Existing Structures That May Haze Viezea Obscured Due to Deudoprrrnt of the Proje:t No obstruction of views of existing structures is anticipated as a result of the proposed development. 5. Pnpc sed Use of the Properly Prrjat Nam and the Scope of the Proposa:IInnprnzenrn s Such as Height,. Square Footage Lot Cozerage,Parking A aess,Etc The proposed Kensington Crest Condominium Complex is to consist of 205 units (103 townhouse units and 102 flat units) to be developed on approximately 19 acres of the site. The proposal includes a community building (which will house a meeting/game room,a lounge with kitchenette,an exercise room,an entrance office/sales area, an association manager's office,a hot tub, men's and women's restrooms,and a hot tub equipment and storage room),and an associated outdoor paved patio play area. A nearly one-acre village green in the central portion of the site will feature a sport court,picnic area,and open recreation area. In addition,a recreational vehicle parking area to serve the development is planned to the west of the village green. The maximum height of any structure on the property will be limited to a maximum height of 35 feet as required by the Renton zoning code. The typical square footage per unit for each of the townhouse units will be approximately 1,200 to 1,400 square feet while the typical square footage for each of the flat units will be approximately 800 to 1,000 square feet. The total number of parking stalls provided for the project will be 558,more than meeting the City's parking requirements. Access to the site will b&off of Royal Hills Drive. A private main boulevard access road will be provided into the site from the northerly-most portion of Royal Hills Drive. A secondary access roadway will be located east of the main access and will serve as emergency vehicle access for the development. Approximately 65% of the developed portion of the site will have impervious surfaces with approximately 30% of this area consisting of building square footage. The total proposed impervious area amounts to approximately 20% of the entire approximate 64acre site. As mitigation for offsite recreational impacts,a major recreational easement over approximately half of the site has already been conveyed to the City of Renton. That easement,which was recorded under King County Recording No. 8705171394,was conveyed during 1987 in conjunction with the previous Parker PUD proposal for the site. 502 16TH STREET NORTHEAST•SUITE 312 • AUBURN, WASHINGTON• 98002 PHONE (253) 887-0924 • FAX (253) 887-0925 r. - 3 - June 25, 1999 6. Phasing The applicant wishes to phase the construction of Kensington Crest. The applicant needs to reserve the right to adjust the phasing plan,within reason,based on marketing and construction conditions. However,the applicant's general phasing plan would be to construct the project in four phases as shown on the attached site map. The phases are approximately 55 units each and would likely be undertaken in sequence commencing with Phase I and ending with Phase IV. The Phases would be constructed approximately 12 to 18 months apart. A substantial portion of the overall site development would take place during Phase I. Most of the utilities need to be constructed in order to serve Phase I,and some cuts and fills beyond any particular phase may be necessary in order to balance that phase. However,no more site development would typically take place with each phase than would be necessary in order to serve and construct that phase. The applicant anticipates that Phase I would be commenced within two years of site approval; Phase II within three and one half years;Phase III within five years;and Phase IV within six and one half years. Although the applicant needs to retain some flexibility to adjust the size, content, and sequence of each Phase,the applicant would make every effort to minimize the conflicts between existing residents and construction activities. For example,after completion of'Phase I,construction traffic would be confined to the emergency access to the maximum extent possible. However, some conflicts are inevitable due to the configuration of the site and the unavoidable proximity of some construction activities and some nearby occupied units. DBM:kc 5511c.004 502 16TH STREET NORTHEAST•SUITE 312 • AUBURN, WASHINGTON• 98002 PHONE (253) 887-0924 • FAX (253) 887-0925 _ Vt ..,..-6,..... N8959.05'E 5307.06' ••ille. ••••1't --, rqi....c. 1 I ?1\ \ , , „:„_.7.., . . ,,,,..._,_xas ,,__ ___,:, ,,..„,,_ .„.„.,,. ... e• f- k \ -A: :-Lkii:-6k7T-lial pii , , _ ,. . I - - or . •••4 . : )t.,.• 1c11.t-'\-------Ilt i - --wel,i1C.....M. 1110-111-11.-='; '"...1•-i "-- :,Vi ": u• lss, ii\-.--_ik . -.. I" Oil . \V \ • 1-•- - - ti 11 ff-(1 '•' 4 \ ' I. .3‘ \ • . q4'..i .... 4 ' -,2 ,....., • ,,i ne 4)) 1...,;.:. r.,.. •. \V--- •-• '''- ..--- • ‘ -', ...•4. %-..., __ -... - \---- N.-3. ri -- --.,•,,, • -- _ . .3:-l'it 'a '---1?so, ....--•-• ., .,.,. A lopori------- ,t1011 ' •CP nOtdid,._.— —4-----jt ' r . .2J,;,' ----- .. ... * _.....1 t„. 1 .• . _....-. s-‘-‘:,V) cl„-NI\ . 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DBM CuNSULTING ENGINEE .L.,3 CIVIL ENGINEERING DESIGN • LAND PLANNING • SURVEYING ENVIRONMENTAL ,SERVICES JUSTIFICATION FOR THE CONDITIONAL USE PERMIT REQUEST FOR THE KENSINGTON CREST 205-UNIT CONDOMINIUM COMPLEX Located at Royal Hills Drive and Index Avenue SE, Renton, Washington Our Job No. 5511 CONDITIONAL USE REQUEST Under the City of Renton Municipal Code (RMC) 4-31-35F.2, a conditional use permit is required for the extension of utilities through areas with slopes greater than 40% for land development projects located within the City of Renton. The Kensington Crest 205-Unit Condominium Complex will require the extension of both a storm drainage discharge pipe and a gravity sewer main as shown on the preliminary drawings. An analysis for a conditional use permit to these proposed pipes follows: A. Comprehensive Plan: The proposed use shall be compatible with the general purpose, goals, objectives, and standards of the comprehensive plan, the zoning ordinance, and any other plan,program, map, or ordinance of the City of Renton. RESPONSE: Crossing of areas with slopes in excess of 40% is the only way to provide gravity stormwater and sewer lines for the project. Comprehensive Plan Policy U-56 indicates that "(a) 11 new developments should be required to connect to the sanitary sewer system... ." B. Community Need: There shall be a community need for the proposed use at the proposed location. In the determination of community need, the Hearing Examiner shall consider the following factors among all other relevant information: 1.) The proposed location shall not result in either the detrimental over concentration of a particular use within the City or within the immediate area of the proposed use. RESPONSE: Because both storm drainage pipes and sanitary sevsfefpipes,.will be located in isolated areas, and the sewer pipe will be required to be burienh' t9reclrainage_pipe will be above ground), the proposal will not result in a detrimeItal o er concentration of either use. `� ' s y EziL 502 16TH STREET NORTHEAST•SUITE 312 • AUBURN, WASHINGTON• 98002 PHONE (253) 887-0924 • FAX (253) 887-0925 • — 2— ` June 30, 1999 2.) That the proposed location is suited for the proposed use. RESPONSE: There are only a small number of potential gravity routes for a stormwater discharge pipe and a sewer main discharge pipe to serve this project. The proposed route for the storm drainage discharge pipe seems wise because the route lies within an already cleared power line easement. One or two other routes are possible and may yet be selected after further consultation with City staff. All of the routes will involve crossing slopes in excess of 40%. The proposed route for the sewer main was previously approved by the City as part of the approved sewer main construction drawings for the Parker P.U.D. C. Effect on Adjacent Properties: The proposed use at the proposed location shall not result in substantial or undue adverse effects on adjacent property. RESPONSE: The location of a buried sanitary sewer line and an above ground Driscopipe storm drainage line will not result in substantial or undue adverse effects on adjacent property. No adjacent developments will be located next to or within the immediate vicinity of either storm or sanitary sewer pipe because of the topography of the area that the pipes will cross. DBM:rm 5511c.006 502 16TH STREET NORTHEAST•SUITE 312 • AUBURN, WASHINGTON• 98002 PHONE (253) 887-0924 • FAX (253) 887-0925 DBM CONSULTING ENGINEERS CIVIL ENGINEERING DESIGN • LAND PLANNING • SURVEYING ENVIRONMENTAL SERVICES CONSTRUCTION MITIGATION DESCRIPTION FORTH E KENSINGTON CREST 205-UNIT CONDOMINIUM COMPLEX 4.)> Located at Royal Hills Drive and Index Avenue SE, Renton, Washington 0„ Our Job No. 5511 op yy 424 The following is a description of the various elements of the proposed Kensington Crest d1 Condominium Complex in accordance with the construction description requirements as required 44' ' under the site plan review for the City of Renton: 1. Proposed Construction Dates,Phasing Construction on the proposed 205-unit condominium project may commence as early as 1999 or as late as 2000. Most likely construction will begin during the middle of next year(1999) after the winter months. The project is anticipated to be completed in four phases over 8 years. Please refer to the enclosed phasing description for specific phasing information. 2. Hours of Operation Proposed hours of construction will be approximately 7:00 a.m.to 7:00 p.m.,Monday through • Friday,and 9:00 a.m.to 7:00 p.m.on Saturdays. 3. Proposal Hauling/Transportation Routes Proposed hauling and transportation routes currently anticipated will consist mainly of Royal Hills Drive SE out to Puget Drive SE and Kirkland Avenue SE to SE 164`h Street. 4. Measures to F,eInplental to Minimize DusA Traffic and Transportationlnpacts,Mud Noise,and Other Noxious Characteristic Because of the site's remote location from existing development,dust and noise are not anticipated to cause significant problems. During dry weather,watering trucks will be used to help suppress particles on the site during construction. Mud and erosion control will be mitigated per the Temporary Erosion Control Plan. The plan will involve the construction of a siltation pond to remove sediment from stormwater run-off on 502 16TH STREET NORTHEAST•SUITE 312 • AUBURN, WASHINGTON• 98002 PHONE (253) 887-0924 • FAX (253) 887-0925 - 2 — July8, 1999 the site,the construction of Mirafi filter fabric fences to ensure that silt-laden water does not escape onto adjacent properties and cause damage,the construction and use of ditches and rock- check dams to attenuate the velocity of stormwater on the project,the use of hay bales to provide additional filtering as necessary,the construction of rock entrances to remove soil from construction machinery wheels prior to exiting the site,utilization of mulch and/or hydro- seeding to stabilize the site during wet weather conditions,and other temporary erosion controls as deemed necessary by the City inspector in the field during construction. DBM:rm 5511c.005 502 16TH STREET NORTHEAST•SUITE 312 • AUBURN, WASHINGTON• 98002 PHONE (253) 887-0924 • FAX (253) 887-0925 DBM CONSULTING ENGINEEi CIVIL ENGINEERING DESIGN • LAND PLANNING • SURVEYING ENVIRONMENTAL SERVICES JUSTIFICATION FOR THE VARIANCE REQUEST FOR STORMWATER AND SANITARY SEWER FOR THE KENSINGTON CREST 205-UNIT CONDOMINIUM COMPLEX Located at Royal Hills Drive and Index Avenue SF) ibt�on, Washington Our Job No. 5511 Ciry OF REN ANN JNG Prepared October 12, 1998 N AUG 0 9 1999 VARIANCE RE UE ST R�C�I VD Q C The applicant hereby requests a variance from RMC 4-9-5D for construction of a gravity storm water discharge pipe and a gravity sanitary sewer main across slopes in excess of 40% for the Kensington Crest 205-Unit Condominium Complex. The proposed routes for these pipes are as shown on the accompanying preliminary storm drainage and sanitary sewer plans. The routing of these utilities is necessary in order to accomplish gravity systems for both storm and sanitary sewer. The storm water will be routed through an overland pipe ("Driscopipe") through the steep area to the north of the site and the sanitary sewer main will be buried beneath the steep area. As demonstrated below,the proposal meets the four conditions for a variance. a. That the applicant suffers undue hardship and the variance is necessary because of special circumstances applicable to subject property, including size, shape, topography, and location or surroundings of the subject property; and the strict application of the Building & Zoning Code is found to deprive subject property owner of rights and privileges enjoyed by other property owners in the vicinity and under identical classification. RESPONSE: The site's geometry and topography are such that construction across steep slope areas cannot be avoided for construction of a gravity stormwater discharge line and a gravity sewer main outlet for this project. The site naturally slopes toward the Cedar River that is located to the north of the property. Crossing of approximately 200 to 300 vertical feet of elevation change will be necessary in order to extend the proposed pipes to their respective discharge/connection points. For the stormwater discharge line, this will be the Cedar River. For the sewer,this will be the existing sanitary sewer pipe that is located at the City Park to the north of the site along the south edge of the river. Both of the proposed pipes are critical to development of the proposed project. 502 16TH STREET NORTHEAST•SUITE 312 • AUBURN, WASHINGTON• 98002 PHONE (253) 887-0924 • FAX (253) 887-0925 ti‘ — 2— nugust 10, 1999 b. That the granting of the variance will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and zone in which subject property is situated. RESPONSE: Granting of the variance will not be materially detrimental to the public welfare or injurious to property improvements in the vicinity because there are no other developments located adjacent to or in close vicinity of the proposed pipes. c. That approval shall not constitute a grant of special privilege inconsistent with the limitation upon uses of other properties in the vicinity and zone in which the subject property is situated. RESPONSE: The City has not forbidden other nearby developments adjacent to steep slopes from constructing needed storm lines and sewer mains down steep slopes. Accordingly, approval of the variance will not constitute the grant of a special privilege. d. That the approval, as determined by the Hearing Examiner or Board of Adjustment, is a minimum variance that will accomplish the desired purpose. RESPONSE: The proposed routing for the storm water and sewer pipes have been located to minimize disturbance to the steep slopes. DBM im 5511c.007 502 16TH STREET NORTHEAST•SUITE 312 • AUBURN, WASHINGTON• 98002 PHONE (253) 887-0924 • FAX (253) 887-0925 ENVIRONMENTAL CHECKLIST Purpose of Checklist: The State Environmental Policy. Act (SEPA), Chapter 43.21 RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency whether an EIS is required. Instructions for Applicants: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if the question does not apply to your proposal, write "do o not know" or "does not apply". Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers to provide additional information reasonably related to determining if there may be significant adverse impact. If you are not already submitting an 8-1/2" x 11" reduction of your project site plan to the city as part of a companion case submittal, please submit a copy as a part of this SEPA application. Please submit twelve (12) copies of the completed SEPAst application packet. E�9PtAStl-to Re® G1v OF Page 1 \data\word\ecapp.doc � 1 �� Ju�- 1 CHECKLIST NO: A. BACKGROUND 1. Name of proposed project: Kensington Crest Condominium Complex 2. Name of Applicant: Bealko Inc. 3. Mailing address, phone number of applicant and contact person: Dick Butko (Applicant) Dana Mower (Agent) Bealko Inc. DBM Consulting Engineers P.O. Box 3266 502 16th Street NE, Suite 312 Federal Way, WA 98063 Auburn, WA 98002 (253) 839-1901 (253) 887-0924 4. Date checklist prepared: October 6, 1998 5. Agency requesting checklist: City of Renton 6. Proposed timing or schedule (including phasing, if applicable): Construction is anticipated to begin on the project within the next 12 months, and to be completed as a four phase development project within the next 8 years. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. A previous environmental determination of non-significance (ECF-085-81) was made on this project for the originally proposed 344-unit Parker P.U.D. project (PPUD-078-81) at the subject site on December 7, 1981. Subsequently, the Parker P.U.D. proposal was reduced to 307 units in conjunction with a final P.U.D. application (FPUD-024-85), another environmental review was conducted, and another determination of non- significance was issued by the Renton Environmental Review Committee on April 30, 1986 under ECF-04-85. Page 2 \data\word\e ca p p.d o c 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. No. 10. List any governmental approvals or permits that will be needed for your proposal, if known. A. Building permits B. Grading permit C. Storm water and sanitary sewer variance for installations on slopes exceeding 40% D. Right-of-way use permit E. Hydraulic Project Approval from the State of Washington Department of Fish & Wildlife F. Conditional use permit for storm drain and sewer main construction on slopes exceeding 40% G. Shoreline Substantial Development permit(may be required if substantial stormwater facilities and/or a sewer main is constructed within 200 feet of the Cedar River) 11. Give brief, complete description of your proposal, including uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information or project description). The site is approximately 64 acres in size. The proposed project will consist of a 205-unit residential condominium complex plus a community building for the development and amenities including a sport court, picnic area, open recreation' area and recreational vehicle parking area. A copy of the King County assessor's map showing the property configuration and approximate dimensions is attached for reference. The proposal calls for development of approximately 19 acres of the property. This property is zoned as R-14 and is currently undeveloped. 12. Location of proposal. Give sufficient information for a person to understand the precise location of your proposed project, including street address, if any, and section, township, and range, if known. If the proposal would occur over a range of area, provide the range of boundaries of the site(s). Provide a legal description, site plan, vicinity map, and Page 3 \data\word\ecapp.doc topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The property is located at the northeast corner of Royal Hills Drive SE and Index Avenue SE (if projected). The property is located in Section 21, Township 23 North, and Range 05 East, Willamette Meridian. Included as part of this package are a legal description for the property, a site plan for the proposed project, and a vicinity map. A topographic survey map is also included. B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): Flat, rolling, hilly, steep, slopes, mountains, other: b. What is the steepest slope on the site (approximate percent slope)? The steepest slope on the site is approximately 40%. c. What general types of soils are found on the site (for example: clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. The general types of soils found on the site are gravely, sandy loam. Also refer to the attached soils report for specific soils to be found on the site. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No, there are no surface indications or history of unstable soils in the immediate vicinity. e. Describe the purpose, type and approximate quantities of any filling or grading proposed. Indicate source of fill. The purpose of filling and grading the property would be to enhance the collection and disposal of storm drainage water on the site. Approximately 15,000 cubic yards of topsoil would be removed, and there would be approximately 121,250 total cubic yards of cut (61,250 cubic yards) and fill (60,000 cubic yards) if this site were developed. f. Could erosion occur as a result of clearing, construction or use? If so, generally describe. Page 4 \data\word\ecapp.doc Yes. Erosion could occur during clearing and construction. During construction, a substantial amount of the site will be exposed as vegetation is removed. During construction activity, siltation could occur due to the construction activities themselves as well as the presence of heavy machinery on the site. g. About what percent of the site will be covered with impervious surface after project construction (for example: asphalt or buildings)? Total lot coverage on the site will be approximately 65% of impervious area over the developed portion of the project, with approximately 30% of this area consisting of building square footage. The total impervious area will be approximately 20% of the entire approximate 64-acre site. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Proposed measures to reduce or control erosion or other impacts to earth are as follows: 1. Design and have approved a temporary erosion control plan by the City of Renton. 2. Implementation of best management practices in the field during construction. 3. Follow-up during construction activities to provide additional temporary erosion control measures as necessary and as required by the City of Renton. 4. Specifically, the following measures will be implemented during construction on this project: construction of a siltation pond to remove sediment from stormwater run-off on the site, the construction of Mirafi filter fabric fences to ensure that silt laden water does not escape onto adjacent properties and cause damage, the construction and use of ditches and rock-check dams to attenuate the velocity of stormwater on the project, the use of hay bales to provide additional filtering systems as necessary, the construction of rock entrances to remove soil from construction machinery wheels prior to exiting the site, utilizing mulch and/or hydro-seeding to stabilize the site during wet weather conditions, and other temporary erosion controls as deemed necessary by the inspector in the field during construction. 2. Air a. What types of emissions to the air would result-from the proposal (i.e., dust, automobile, odors, industrial wood, smoke) during construction and when the Page 5 \data\word\ecapp.doc project is completed? If any, generally describe and give approximate quantities, if known. Dust during construction and diesel emissions from the construction machinery would result during construction. Once the project is completed, no significant emissions would result from the proposal. • b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. None. c. Proposed measures to reduce or control emissions or other impacts to air, if any. The use of watering vehicles to inhibit dust during construction. 3. Water a. Surface: 1. Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream and river it flows into. Yes. The property is located approximately 600 feet to the south of the Cedar River. 2. Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. The stormwater discharge will be collected as indicated on the enclosed storm drainage plans. The discharge will flow along a 200' easement and be discharged into the Cedar River (offsite gravity storm system). Also, construction of a gravity sewer line to the north of the site to connect to an existing sewer main will be constructed. The sewer force main pumps to the southeastern portion of the site. 3. Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None. - Page 6 \data\word\ecapp.d oc 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. No. 5. Does the proposal lie within a 100-year floodplain. If so, note location on the site plan. No. 6. Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. b. Ground: • 1. Will groundwater be withdrawn, or will water be discharged to groundwater? Give general description, purpose, and approximate quantities if known. Uncertain at this time. The preliminary drainage plans call for a stormwater discharge toward the Cedar River. However, infiltration of storm water may be a desirable design element for this property. The Department of Ecology, King County, and the City of Renton all encourage infiltration of stormwater into the groundwater sources. If this technique is used to control groundwater on the property, adequate water filtering/bio- filtration systems will be utilized per City, County, and State codes. 2. Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: domestic sewage; industrial, containing the following chemicals ; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. None. All sewage facilities on the site will be connected to the existing City of Renton sanitary sewer system. Therefore, there will be no discharge from septic tanks or other sources into the groundwater. c. Water Runoff (including stormwater): Page 7 \data\word\ecapp.doc 1. Describe the source of runoff (including stormwater) the method of collection and disposal, if any (including quantities, if known). Where will this water flow? Will this flow into other waters? If so, describe. Stormwater runoff will be generated from the proposed development of the property. Additional stormwater above and beyond the pre-developed stormwater rate will occur due to the construction of impervious surfaces on the property, including the construction of asphalt roof areas, landscaped areas, etc. The method of collection will be to construct a surface or sub-surface piped or ditched collection system which will collect stormwater from the impervious portions of the site and direct the stormwater into stormwater filtering systems and/or detention or retention facilities. Unless a stormwater drainage discharge pipe of adequate capacity to handle undetained flows is constructed to safely convey flows to the Cedar River, it is anticipated that approximately 5,000 to 7,000 cubic feet of storm drainage detention or retention will need to be provided per developed impervious acre except for any portion(s) of the site for which infiltration systems are constructed Except for stormwater draining into stormwater infiltration systems, the collected stormwater will be discharge to drain into the Cedar River, where it currently drains . 2. Could waste materials enter ground or surface waters? If so, generally describe. No. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any. Stormwater mitigation measures will include the following: 1. Construction of a surface or sub-surface stormwater collection system. 2. Design and construction of a surface or sub-surface detention system to limit the post-development flows to that of the pre-developed site (unless a discharge pipe is constructed to safely convey undetained stormwater flows to the Cedar River). 3. Biofiltration and/or water quality will also be provided in addition to the above in accordance with City of Renton requirements. Page 8 \data\word\ecapp.doc 4. Plants a. Check or circle types of vegetation found on the site: X deciduous tree: alder, maple, aspen, other X evergreen tree: fir, cedar, pine, other X shrubs X pasture crop or grain wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other water plants: water lily, eelgrass, milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? 100% of the existing vegetation within the portion of the property to be devloped will be removed or altered. New landscaping, however, will be provided in and around the project in accordance with City codes and requirements. c. List threatened or endangered species known to be on or near the site. None are known to be located on or near the site. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any. Proposed landscaping provided at the time of the ultimate development of the property will be designed, approved, and constructed per city codes and requirements. 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: Birds: hawk, heron, eagle, songbirds, other Mammals: deer, bear, elk, beaver, other: squirrels, rodents_ Fish: bass, salmon, trout, herring, shellfish, other: b. List any threatened or endangered species known to be on or near the site. None. Page 9 \data\word\ecapp.d oc c. Is the site part of a migration route? If so, explain. No. d. Proposed measures to preserve or enhance wildlife, if any. • Project landscaping. 6. Energy and Natural Resources a. What kind of energy (electric, natural gas, oil, wood, stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electric and natural gas energy will be utilized to serve the finished project's needs. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. c. What kind of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any. All buildings on the project will adhere to state and local energy conservation standards . 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazard waste, that could occur as a result of this proposal? If so, describe. No. 1. Describe special emergency services that might be required. None. 2. Proposed measures to reduce or control environmental health hazards, if any. None are proposed. Page 10 \data\word\ecapp.doc b. Noise 1. What types of noise exist•in the area which may affect your project (for example: traffic, equipment, operation, other)? None. 2. What types and levels of noise would be created by or associated with the project on a short-term or long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Noise generated from the project would occur during the construction phases of the project, and primarily be limited to the use of construction vehicles and construction activity on the site. Proposed hours of operation are 7:00 a.m. to 7:00 p.m. Monday through Friday and 9:00 a.m. to 7:00 p.m. on Saturdays. Because of the site's remote location from other residential development, construction noise impacts are anticipated to be relatively insignificant. After construction, the noise levels on the project would be those generally associated with activities as allowed on this property. These would likely be noises associated with cars entering and exiting parking areas. 3. Proposed measures to reduce or control noise impacts, if any. No specific measures are proposed. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? 1. North of the site: Undeveloped with slopes between 10% and 40%. 2. East of the site: Undeveloped with slopes between 10% and 40%. 3. South of the site: Existing multi-family residential development. 4. West of the site: Undeveloped property with slopes between 10% and 40%. b. Has the site been used for agriculture? If so, describe. No. Page 11 \data\word\ecapp.doc c. Describe any structures on the site. Power line towers. d. Will any structures be demolished? If so, what? No. e. What is the current zoning classification of the site? The current zoning classification of the site is R-14. f. What is the current comprehensive plan designation of the site? The current comprehensive plan designation of the site is medium-density residential. g. If applicable, what is the current shoreline master program designation of the site? Not applicable. h. Has any part of the site been classified as an "environmentally sensitive" area. If so, specify. Yes. Portions of the site have slopes in excess of 40%. Approximately how many people would reside or work in the completed project? Approximately 500 people would reside in the completed project. j. Approximately how many people would the completed project displace? None. k. Proposed measures to avoid or reduce displacement impacts, if any? None. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any. Compliance with the city's zoning code and other applicable City code requirements. Page 12 \data\word\ecapp.doc j 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. Approximately 205 units would be provided for the proposed project. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle or low-income housing. None. c. Proposed measures to reduce or control housing impacts, if any. Not applicable. 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? Zoning in the R-14 zone limits the maximum height of structures to 30 feet or 35 feet depending upon various circumstances and buildings of such heights are proposed. Vinyl siding is proposed for the project. b. What views in the immediate vicinity would be altered or obstructed? None. c. Proposed measures to reduce or control aesthetic impacts, if any. No aesthetic impacts are anticipated. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Light or glare will be produced by the completed project in the form of: 1. Traffic headlights during the evening. 2. Parking lot lighting. Page 13 \data\word\ecapp.doc b. Could light or glare from the finished project be a safety hazard or interfere with views? No. c. What existing off-site sources of light or glare may affect your proposal? None. d. Proposed measures to reduce or control light and glare impacts, if any? None. 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? Designated informal recreational opportunities are those generally associated with the Cedar River including the Cedar River Park, which is located immediately adjacent to the site on the north side. b. Would the proposed project displace any existing recreational uses? If so, describe. No. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any. Proposed measures to reduce or control impacts on recreation facilities include the additional tax revenues that will be collected as a part of this proposal. A portion of those funds will be utilized by the Renton Parks Department to provide additional recreation facilities for the community. In addition, a recreational easement has already been granted to the city for about half of the subject approximate 64-acre site under King County Recording No. 8706171394 in mitigation of offsite recreational impacts. 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. No. Page 14 \data\word\ecapp.d oc b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None. c. Proposed measures to reduce or control impacts, if any. Not applicable. 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. See attached site plan for specific traffic routing in, through, and around the project. b. Is site currently serviced in public transit? If not, what is the approximate distance to the nearest transit stop? See the attached traffic study. c. How many parking spaces would the completed project have? How many would the project eliminate? The proposal would provide approximately 558 parking spaces. No parking spaces would be eliminated due to the development of this project. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). See the attached traffic study. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. See the attached traffic study. Page 15 \data\word\ecapp.doc g. Proposed measures to reduce or control transportation impacts, if any. See the attached traffic study. 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. Yes, the project would result in the increased need for public services including fire protection, police protection, health care, schools, etc. The increase in these services would be commensurate with the proposed residential use. b. Proposed measures to reduce or control direct impacts on public services, if any. The direct financial impacts on public services will be offset by an increase in property tax and sales tax revenues for the community resulting from the proposed development. 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other: b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. 1. Electricity: Puget Sound Energy 22828 68m Avenue South #102 Kent, WA 98032 . (888) 321-7779 2. Natural Gas: Puget Sound Energy 22828 68t'Avenue South #102 Kent, WA 98032 (888) 321-7779 3. Telephone: U.S. West Communications P. O. Box 12480 Seattle, WA 98111 (800) 244-1111 Page 16 \data\word\ecap p.d oc • 4. Sanitary Sewer: City of Renton 1055 South Grady Way Renton, WA 98055 (425).430-6852 5. Water: City of Renton 1055 South Grady Way Renton, WA 98055 (425) 430-6852 6. Cable Television: TCI Cable 15242 Pacific Hwy. South Tukwila, WA 98188 (206) 433-3401 7. Royal Hills Association 2810 Eastlake Avenue E. Seattle, WA 98102 8. Bonneville Power Administration 1601 5th Avenue Suite 1000 Seattle, WA 98101 (206) 216-4271 C. SIGNATURE I hereby state that I am the owner or authorized agent listed above, and certify that all information contained above and in exhibits attached hereto are true and correct to the best of my knowledge and belief. I understand that the processing of this application may require additional supporting material upon request to City staff. RIGHT OF ENTRY: By signing this application the applicant grants unto the City and it's agents the right to enter upon the premises for purpose of conducting all necessary inspection to determine compliance with applicable laws, codes, and regulations. This right of entry shall continue until a certificate of occupancy is issued for the property. Signature of Property Owner: Date: Page 17 \data\word\ecapp.doc r ' Signature of Agent: , Date: 3 0 Tv k 9 Signature of Applicant: Date: DBM:rm 5511 c.003 Page 18 \data\word\e cap p.d oc HALINEN LAW OFFICES,P.S. A Professional Service Corporation David L.Halinen;P.E. Bellevue PIace/Seafirst Building (425)454-8272 10500 NE 8th,Suite 1900 Fax(425)646-3467 Bellevue,Washington 98004 DEVELOPMENT PLANNING MEMORANDUM CITY OF RENTON Date: July 9, 1999 JUL 1 5 1999 From: David L. Halinen, P.E., Attorney-at-Lawt-- To: City of Renton Department of Planning/Building/Public Works And To: The City of Renton Hearing Examiner Subject: Proposed"Kensington Crest Condominium Complex" (1)Analysis of the Required Number of Ordinary Parking Spaces Under RMC 4-14-8 and (2) Request for Deviations from (a) the Maximum Number of Parking Spaces Allowed Under that Code Section and (b) Maximum Number of R.V. Parking Spaces Allowed Under RMC 4-14-8A.1.e Analysis of the Required Number of Ordinary Parking Spaces Under RMC 4-14-8 (Parking Standards) The first paragraph of RMC 4-14-8 (Parking Standards) states in relevant part that: In determining parking requirements, when a single number of parking spaces is required by this Code, then that number is to be interpreted as the general number of parking spaces required, representing both the minimum and maximum number of spaces provided for that land use. (Emphasis added.) The Kensington Crest project fits most closely under the"Multi-family and apartment houses" subcategory of the Parking Standards (RMC 4-14-8A.1.c). That subcategory requires "11/2 parking spaces for each dwelling unit." In addition, under RMC 4-14-8A.1.d, "1 guest parking space shall be required for every 4 dwelling units required in apartments or planned unit developments with 5 units or more." Thus, for the 205-unit Kensington Crest project, a total of 1.75 parking spaces per unit are required and permitted by the Parking Standards, which equates to a total of 359 parking Page 1 spaces. Request for a Deviation from the Maximum Number of Parking Spaces Allowed Under that Code Section The Kensington Crest Parking Proposal The Kensington Crest site plan depicts the following number of proposed parking spaces:' South of the Village Green (Townhouse Units): Driveway Parking 150 spaces Enclosed Garages 156 spaces Off-street Parking 42 spaces (including 12 spaces at the Community Building and 6 pull- out spaces) Subtotal 348 spaces North of the Village Green (Flat Units): Covered Carports 102 spaces Off-street Parking 108 spaces (including 6 spaces along the north side of the Village Green) Subtotal 210 spaces Overall Total 558 spaces Code Provisions Dealing with Deviations from the Minimum or Maximum Number of Stalls Ordinarily Specified by the Code The 558 parking spaces proposed exceeds the 359-parking space maximum generally permitted under the parking standards for 205 "multi-family and apartment house" units. However, as explained in the first paragraph of RMC 4-14-8, deviations from the minimum or maximum number may be authorized by the Planning/Building/Public Works Department"fora specific development should conditions warrant as described in [RMC] 4-14-1C1a" and"[w]hen seeking a deviation from the minimum or maximum requirements, the developer or builder shall provide the . . . Department • with written justification for the proposed modification." RMC 4-14-1Cla states: 'Also, a 23-stall R.V. parking area is proposed as shown on the site plan. When the option of "recreational parking"is utilized,the number of stalls required and permitted under RMC 4-14-8A.l.e is 1 for every 15 units, which rounds up to 14 such stalls. The final section of this memorandum sets forth a justification for the Kensington Crest R.V. parking proposal. Page 2 a. Approval for Deviation from Standards: Whenever there are practical difficulties involved in carrying out the provisions of this Chapter, the Planning/Building/Public Works Administrator may grant in writing modifications to the standards for individual cases provided that such modification: (1) Conforms to the intent and purpose of the Code; and (2) Can be shown to be justified and required for the use and situation intended; and (3) Will'not create adverse impacts to other property(ies) in the vicinity; and (4) Will be made prior to detailed engineering and design. . As to the first of these four items (the "intent and purpose of the Code"), RMC 4-14-1B (Intent) states in relevant part that: It is the goal of this Chapter[Parking and Loading Ordinance] to allow the provision of sufficient off-street parking to meet the needs of urban development while not providing an excess surplus of spaces. The next subsection of this Memorandum explains that conformity to that code intent is met with the Kensington Crest parking proposal(satisfying item(1)) and that the second of the above-quoted four items is met as well. Because the remoteness of the site will inhibit visual impacts of the parking - proposal and because a stormwater control system meeting City standards will be provided, the proposal will not create adverse impacts to other properties in the vicinity, thus satisfying item (3). And as to item (4), the requested deviation is being made prior to detailed engineering and design, thus satisfying that item, too. Justification for the Kensington Crest Parking Proposal for Ordinary Parking Conditions concerning the Kensington Crest proposal do warrant a deviation from the maximum number of stalls ordinarily permitted by the Parking Standards and, accordingly, the Kensington Crest applicant hereby requests a deviation from the 359 parking space maximum permitted under the Parking Standards to allow the 558 spaces depicted upon the site plan. The justification for the requested deviation is explained below in relation to the parking proposal for the 103 proposed townhouse units (i.e., the units south of the Village Green) and the parking proposal for the 102 proposed flat units (i.e., the units north of the Village Green). The Parking Proposal for the 103 Proposed Townhouse Units Three main factors justify the 348 parking spaces that are proposed south of the Village Page 3 Green: (1)the fact that all of the units will be townhouse units that will have their own garages, (2) 53 of those 103 townhouse units (51.5% of them) will have two-car garages, and (3) there will be a driveway parking stall(i.e., a stall just outside the garage) corresponding to all but 4 of the garage stalls. Let me first explain why these factors exist and then explain the practical implications of these factors as to parking space count. These three factors flow out of the major design goal(for the townhouse units: to create a village atmosphere with a truly single-family residential orientation. In furtherance of that goal, all of the proposed townhouse units are quite substantial in size(97 of them ranging from 1208 square feet to 1360 square feet and the other 6 planned at 1052 square feet) and all of them have at least two bedrooms (56 of the units are planned to have two bedrooms and the other 47 are planned to have three bedrooms). To both complement the single-family orientation design goal and meet the anticipated market expectations for such substantial units, the applicant believes that garages for all of the units are called-for, that the majority of them should be two-car garages, and that wherever possible there should be driveway parking spaces just outside the garages corresponding to the number of garage spaces. (Only at proposed Building 26, which has two units with one-car garages and two units with two-car garages, did site constraints make that last condition impossible to achieve.) The practical implications of the above-stated three factors are these. First, every unit that has a two-car garage with additional parking spaces in the driveway has 4 parking spaces of its own, not"11/2 parking spaces for each dwelling unit" as the Parking Standards ordinarily permit. (There are 54 such units proposed.) Second, every unit that has a one-car garage with an additional parking space in the driveway has 2 parking spaces of its own. (There are 45 such units proposed.) Thus, taking into account the condition at proposed Building 26 (i.e., no driveway spaces in front of that building's garages),the number of stalls in the garages and in the driveways in front of them add up to 306 of the 348 proposed parking spaces assigned to south of the Village Green. Of the remaining 42 parking spaces, 12 spaces are located at the proposed Community Building(which will serve the entire Kensington Crest development). Those 12 stalls are anticipated to be necessary for those residents (or their guests) wishing to park at the Community Building. (Some on-street parking is also available along the south and east sides of the Village Green.) The other 30 stalls proposed are scattered throughout the townhouse area to serve as guest parking. That 30-stall figure is close to the figure that results from the 0.25 parking stalls per unit guest parking ratio specified by the Parking Standards, which amounts to 26 stalls for the 103'proposed townhouse units. The 4 extra stalls are certainly justified by the substantial size of the townhouse area, which will help to avoid some longer walks for guests when larger gatherings of residents' guests occur. In sum,the parking proposal is necessary to the"provision of sufficient off-street parking to meet the needs of[the southerly portion of the proposed] urban development while not providing an excess surplus of spaces" and satisfies the four-part test of above-quoted RMC 4-14-1Cla. Accordingly, the requested deviation in relation to the proposed parking for the portion of the Kensington Crest project lying south of the Village Green should be granted. Page 4 The Parking Proposal for the 102 Proposed Flat Units Two factors justify the 210 parking spaces proposed north of the Village Green. The biggest factor is that all of the residential units proposed north of the Village Green will have two bedrooms. The other factor is that 6 of those 210 parking spaces are along the north edge of the Village Green as guest/visitor parking at the Village Green. Let me elaborate. The Parking Standards are no doubt written with projects in mind that have a fair percentage of one bedroom units. (Many apartment projects have half of their units as one-bedroom units or . studio apartments.) However, on the face of the Parking Standards, there is no distinction between "multi-family and apartment houses" with all one bedroom units and "multi-family and apartment houses"with all two bedroom units(or any mix in between). Two bedroom units are certainly more likely to have multiple-car occupants than one bedroom units are. Assigning 26 of the proposed 204 parking stalls within this residential area to guest parking (i.e., 0.25 guest stalls for each of the 102 proposed flat units)leaves 178 parking spaces for the residences, which amounts to only 1.75 parking spaces per unit. That rate is only slightly higher than the 1.5 spaces per residence rate specified by the Parking Standards. In view of the fact that all of the proposed units are two bedroom units, this slight increase from 1.5 parking spaces per residence to 1.75 spaces per residence certainly is justified here. As to the 6 parking spaces proposed along the north edge of the Village Green, those spaces should not be considered as part of the residential parking for the residential area north of the Green because of the need for guest/visitor parking at the Village Green itself. In sum,the parking proposal is necessary to the"provision of sufficient off-street parking to meet the needs of[the northerly portion of the proposed] urban development while not providing an excess surplus of spaces" and satisfies the four-part test of above-quoted RMC 4-14-1C1a. Accordingly, the requested deviation in relation to the proposed parking for the portion of the Kensington Crest project lying north of the Village Green should also be granted. Request for a Deviation from the Maximum Number of R.V. Parking Spaces Allowed Under RMC 4-14-8A.1.e As demonstrated below, the 23-stall R.V. parking proposal's deviation from the 14 stalls • permitted and required under RMC 4-14-8A.l.e when an R.V. parking option is used is also justifiable under the RMC 4-14-1C1a criteria. As to the first point of that criteria,the proposal "[c]onforms to the intent and,purpose of the Code" in that R.V. parking is permitted. By permitting R.V. parking, the Code recognizes that meeting a development's R.V. parking space needs is legitimate. D:\CF\2264\001\KENSING\PARKING.D2.wpd Page 5 As to the second point of that criteria, the fact that all of the proposed residential units in the complex are planned to be two-bedroom or three-bedroom units means that there will likely be a larger need for R.V. parking spaces in the proposed development than in a more.typical development, since the project (which is planned to exclusively have two bedroom and three-bedroom units) is likely to have a larger population than would a typical development that includes one-bedroom units. (Presumably, the City assumed in setting the ordinary maximum R.V. parking rate at one space per 15 units that a residential development may include one-bedroom units.) The nine extra R.V. spaces proposed are certainly not excessive when taking the project's residential design into account: As to the third point of that criteria, the site's remoteness will inhibit visual impacts of the R.V. parking proposal and a stormwater control system meeting City standards will be provided. Accordingly, the R.V. parking proposal will not create adverse impacts to other properties in the vicinity. As to fourth point of the criteria, the requested deviation is being made prior to detailed engineering and design, satisfying that point. Because all four points of the RMC 4-14-1Cla criteria are met for the proposed R.V. parking deviation, the deviation should be approved. • • D:\CF\2264\001\KENSING\PARKING.D2.wpd Page 6 HALINEN LAW Ok'FICES,P.S. A Professional Service Corporation David L.Halinen,P.E. Bellevue Place/Seafirst Building (425)454-8272 ' 10500 NE 8th,Suite 1900 Fax(425)646-3467 Bellevue,Washington 98004 MEMORANDUM Date: July 9, 1999 • ,,. Ins From: David L. Halinen, P.E., Attorney-at-Law `�F 4 ;�- To: City of Renton Department of Planning/Building/Public Wo s°�?..t ` 4-619 And To: The City of Renton Hearing Examiner Subject: Proposed "Kensington Crest Condominium Complex" (1)Analysis of the Number of Residential Units Allowed Under the Site's R-14 Zoning,(2)Demonstration that the Proposal Qualifies for"Bonus Dwelling Unit Mix/Arrangement",and (3)Request for An Exception to the Minimum Density Requirement of the R-14 Zoning Regulations Analysis of the Number of Residential Units Allowed Under the Site's R-14 Zoning Discussion of Applicable Zoning Code Provisions The 63.96-acre Kensington Crest Condominium Complex site is zoned R-14. In the R-14 zone,RMC 4-31-7D.2.c specifies that"[d]ensity shall not exceed fourteen (14) dwelling units per net acre EXCEPT that density of up to eighteen(18) dwelling units per net acre may be permitted if such development can be achieved in accord with subsection D2d of. . . Section 4-31-7." (Emphasis added.) "Net density" is a defined term in the Renton Zoning Code. The definition as set forth in RMC 4-31-2 is as follows: DENSITY,NET: A calculation of the number of housing units that would be allowed on a property after sensitive areas and public streets are subtracted from the gross area (gross acres minus streets and sensitive areas multiplied by allowable housing units per acre). This calculation applies to residential uses only. The definition as set forth in RMC 4-31-2 is as follows: (Emphasis added.) (Note that no public streets are proposed on the Kensington Crest site.) "Sensitive areas"is also a defined term in the Renton Zoning Code. Its definition as set forth in RMC 4-31-2 is as follows: Page 1 R SENSITIVE AREAS: Areas not suitable for development which are included within the City's greenbelt, geologically hazardous, wetlands or flood plain regulations. (Emphasis added.) In addition,"development"is a defined term in the Renton Zoning Code. Its definition as set forth in RMC 4-31-2 is as follows: DEVELOPMENT: The division of a parcel of land into two (2) or more parcels; the construction, reconstruction, conversion, structural alteration, relocation or enlargement of any structure; any mining, excavation, landfill or land disturbance and any use or extension of the use of land. (Emphasis added.) The subject property is designated"Greenbelt" on the City of Renton's Comprehensive Land Use Map. Because of both (1) that fact and (2) the fact that the subject site contains Steep Slope Areas(i.e.,"[ajreas with slopes that exceed twenty five percent (25%)"--see RMC 4-31-35B.1) and major electricity line easements (see RMC 4-31-35B.3), RMC 4-31-35B makes clear that the City's Greenbelt Regulations (which are set forth in RMC 4-31-35) apply to the Kensington Crest site. The Greenbelt Regulations generally prohibit development on slopes greater than forty(40%). (See RMC 4-31-35D.1.b.) In view of the broad definition of"development" set forth in the Zoning Code and quoted above, all portions of the Kensington Crest site that have slopes of 40% or less are "suitable for development" of some type(i.e., suitable for"any use or extension of the use of land"-- - see the above-quoted definition for"development"),including the major electricity line easements that cross the site. In fact,the Kensington Crest proposal specifies driveways, parking areas, landscaping and a special RV parking lot within portions of the major electricity line easements that have slopes of 40%or less. Under the above-quoted Zoning Code definition for"sensitive areas", the portions of the site that are"suitable for development" are obviously not "sensitive areas" and are thus not to be subtracted from the site's gross area for net density calculation purposes. Only the areas of the site that have slopes greater than 40% must be totally subtracted from the site's gross area for net density calculation purposes. Calculation of the Number of Residential Units Allowed The "Kensington Crest Slope Exhibit" map that I have prepared (see Exhibit A, attached) depicts the boundary of the Kensington Crest site superimposed upon portions of the City of Renton's 1996 aerial contour map. This exhibit map illustrates the locations of the 33 separate areas within the site's boundaries that have slopes greater than 25%. The acreage of each of those 33 areas is set forth in the following table: Map Area Number Corresponding Acreage 1 3.254 acres Page 2 • 2 0.579 acres 3 0.468 acres 4 0.025 acres 5 0.312 acres. 6 1.090 acres 7 0.032 acres 8 0.138 acres 9 0.075 acres 10 0.053 acres 11 0.095 acres 12 0.037 acres 13 3.367 acres 14 0.019 acres • 15 0.321 acres 16 0.043 acres 1.7 0.022 acres 18 0.018 acres 19 0.034 acres 20 0.127 acres 21 0.228 acres 22 0.083 acres 23 0.013 acres 24 0.294 acres 25 0.022 acres 26 0.041 acres 27 0.023 acres 28 0.402 acres 29 0.592 acres Page 3 30 1.346 acres 31 0.032 acres 32 0.165 acres 33 0.232 acres Total 13.582 acres (Note that while under RMC 4-31-35D.1.c. a reduced maximum residential density is available for the.areas of the site with slopes between 25%and 40%, because the allowable number of units based upon the area of the site with slopes less than or equal to 25% substantially exceeds the number of units proposed,no attempt has been made here to ascertain the areas of the site with slopes between . 25% and 40% and to calculate the additional number of units that would be allowed accordingly.) Because the site encompasses 63.96 acres overall,the portion of the site with slopes less than or equal to 25% is calculated as follows: 63.96 acres overall - 13.582 acres with slopes greater than 25% =50.378 acres with slopes less than or equal to 25% Thus, at a density of 14 units per acre permitted under the R-14 zone regulations (see the"maximum density"paragraph under RMC 4-31-7D.2.c),the maximum allowable number of units (not counting bonus density, which this project also qualifies for)is calculated as follows: 50.378 acres x 14 units per acre=705.29 units (rounded to 705 units) This allowable number of units is far greater than the 205 residential units proposed. Demonstration that the Proposal Qualifies for "Bonus Dwelling Unit Mix/Arrangement" The Project's.Use of the "Bonus Dwelling Unit Mix/Arrangement" The Kensington Crest proposal takes advantage of the "Bonus Dwelling Unit Mix/Arrangement" set forth in RMC 4-3 1-7D.2.d(2)(B). That subsection of the Zoning Code reads as follows: (B) Bonus Dwelling Unit Mix/ Arrangement: Dwelling units permitted per structure may be increased as follows: (i)Primary Uses: A maximum of four(4)units per structure, with a maximum • structure length of one hundred feet (100'). (ii) Secondary Uses: A maximum of eight (8) units per structure with a maximum structural height of thirty five feet (35'), or three(3) stories and a Page 4 maximum structural length of one hundred fifteen feet (115'). In particular, 72 of the proposal's 103 townhouse units are in 4-unit, 100-foot long structures (structures that would otherwise be limited to 3 units per structure and a maximum length of 85 feet-- see RMC 4-31-7B.1.a(5)) and 78 of the proposal's flat units are in three-story (6-unit) structures (structures that would otherwise be limited to 2 floors per structure--see RMC 4-31-7D.2.a(5)). The Project's Qualification for the "Bonus Dwelling Unit Mix/Arrangement" To qualify for the Bonus Dwelling Unit Mix/Arrangement, the"Bonus Criteria" of RMC 4- 31-7D.2.d(3) must be met. RMC 4-31-7D.2.d(3) reads: (3)Bonus Criteria: (A) To qualify for one or both bonuses the applicant shall provide either: (i) Alley and/or rear access and parking for fifty percent (50%) of primary uses or secondary use townhouses permitted under subsection B of this Section. (ii) Civic uses as listed in subsection B2 of this Section, Secondary Uses: - Community meeting hall, - Senior center, -Recreation center, or - Other similar uses as determined by the Zoning Administrator. (iii) A minimum of five percent (5%).of the net developable area of the project in aggregated common open space. Common open space areas may be used for any of the following purposes: playgrounds, picnic shelters/facilities and equipment, village greens/square, trails, corridors, or natural. Structures such as kiosks, benches, fountains and maintenance equipment storage facilities are permitted provided that they serve and/or promote the use of the open space. To qualify as common open space an area must meet each of the following conditions:. -Function as a focal point for the development, -Have a maximum slope of ten percent (10%), -Have a minimum width of twenty five feet(25') except for trails or corridors, Page 5 -Be located outside of rights of way, -Be improved for passive and/or active recreational uses, -Be improved with landscaping in public areas, and -Be maintained by the homeowners' association if the property is subdivided, or by a management organization if the property is not subdivided. (B) Developments which qualify for a bonus shall also incorporate a minimum of three(3) features selected from the improvement options as described below: (i) Architectural design which incorporates enhanced building entry features (e.g., varied design materials, arbors and/or trellises, cocheres, gabled roofs). (ii) Active common recreation amenities such as picnic facilities, gazebos, sports courts, recreation center, pool, spa/jacuzzi. (iii) Enhanced ground plane texture or color, e.g., stamped patterned concrete, cobblestone, or brick at all building entries, courtyards, trails or sidewalks. (iv) Buildings or structures incorporating bonus units shall have no more than seventy five percent (75%) of the garages on a single facade. (v) Surface parking lots containing no more than six (6) parking stalls separated from other parking areas by landscaping areas with a minimum width of fifteen feet(15'). (vi) Site design incorporating a package of at least three (3) amenities which enhance single-family character, such as coordinated lighting (street or building), mailbox details, address and signage details, and street trees as approved by the reviewing official. (Emphasis added.) The proposal satisfies the bonus criteria of both subsection (A) and subsection (b) of RMC • 4-3 1-7D.2.d(3). As to subsection (A), the proposed community building (which includes a meeting/game room, a lounge with kitchenette, an exercise room, and entrance office/sales area, an association manager's office, a hot tub, mens' and women's restrooms, a hot tub equipment and storage room, and an associated outdoor paved patio play area--see the site plan) satisfies RMC 4-31- 7D.2.d(3)(A) because the building provides for"civic uses" under RMC 4-31-7D.2.d(3)(A)(ii) as both a"community meeting hall" and"recreation center". As to subsection (B), the applicant has elected to satisfy items (ii), (v) and (vi). First, the provision of picnic facilities, a sports court, and the above-described community building (with its recreational facilities and hot tub) as indicated on the Site Plan satisfies item (ii). Second, to satisfy Page 6 item(v);the project's surface parking lots will contain no more than six(6) parking stalls separated from other parking areas by landscaping areas with a minimum width of fifteen feet. Lastly, to satisfy item (vi), the applicant proposes the Site Design Single-Family Character Enhancement Package prepared by project architect Robert Wells that is attached hereto as Exhibit B. Request for An Exception to the Minimum Density Requirement of the R-14 Zoning Regulations The applicant hereby requests an exception to the Minimum Density requirement of the R-14 zoning regulations. The Minimum Density text of the R-14 zoning regulations is set forth in RMC 4-31-7D.2.c and reads as follows: Minimum density: (1) Dwelling unit density shall not be less than eight (8) units per net acre. (2) Exceptions to minimum density may be granted by the reviewing official based on the criteria established in Section 4-31-5E(R-8 Exceptions) of this Chapter. The particular one of the"R-8 Exceptions"that is relevant to this proposal is set forth in RMC 4-31- 5E.2.c. That subsection reads: c. In the event the applicant can show that minimum density cannot be achieved due to lot configuration, lack of access or physical constraints, minimum density requirements maybe reduced by the reviewing official. (Emphasis added.) Here,the minimum dwelling unit density of 8 units per net acre is not achieved. (Assuming that the net acreage is the 50.378 acres of the site with slopes less than or equal to 25%, the 205 units proposed amounts to a minimum density of 4.07 units per net acre.) The reasons that the minimum dwelling unit density cannot be achieved are that: (1) Large areas of the site are encumbered with major electricity line easements and other easements(including a major recreational easement granted to the City of Renton in conjunction with,the Parker PUD under King County Recording No. 8705171394)that prohibit buildings from being built within. them(see the map attached hereto as Exhibit C for an illustration of easement layout); and (2) Significant portions of the site lying outside of the easements along parts of the site's west, north and east edges have slopes in excess of 40%, within which development is ordinarily prohibited under the City's Greenbelt Regulations. All portions of the site where residential buildings can be sited have been fully utilized. In fact, when Page 7 considering the approximately 19 acres of the site within which the development is proposed, the 205 proposed units would amount to 10.8 units per acre, which is greater than the 8 units per acre minimum density and less than the 14 units per acre maximum density. In view of these facts, reduction of the minimum density is appropriate and the applicant hereby requests that the reviewing official grant a reduction that is sufficient for the proposal. 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N ,--s....:•-z••••••:::„....••.:..::•:.•••• //..,.. :.:.--- : •,-.....7..sz...-.....-..-.--...--... ---...,.. --, adoisigk q*1 i—lir , 1 os. • -• L i '1---.1--r--i \ z: -.7 -.1.3- - ` - --z-s-• - ) --- \\‘'• . '--..0 --`-: \ .\,., '.\.7-.,0,,.. i.;5,-., ..,.. .....-;•. ,,:,,--- _........:::::--s-::::-.7-1.1-:-.;17-_---_:"-,37...:--;;;;;_=:-_!_zr---7.:::::::7-1-:::::-..1 \ I` \?� ` �`—. b. \y • VVV \ ' '" :�=__-__= =--=tip \ \ • • • i - •____ __•w_�=-=_• _ . _`r '.s; =s ` EXHIBIT B Kensington Crest Condominium Complex. PROPOSED SITE DESIGN SINGLE-FAMILY CHARACTER ENHANCEMENT PACKAGE • Orientation and Design of the Townhouse Units All of the primary residential (townhouse) buildings are oriented to the streets and will be enhanced by individual building entrances, garages, and landscaped front yards. Each Home will include a ground level patio with common open landscaped areas at the rear adjacent to the living/dining area. The facades of these buildings will be broken up to create smaller scale areas, further enhancing each Home's individual character. By such design features, the primary residential part of the project will have a village atmosphere with a recognized single family residential orientation. Coordinated Lighting The project will incorporate residential scale street lighting throughout. In addition, post lighting will be provided at each of the townhouse units, which will further enhance single- family character. Mailbox Detailing The project will incorporate contemporary, residential-style, U. S. Postal Service-approved locked mailboxes with configurations of 9 to 24 individual boxes at locations to be approved by the U. S. Postal Service. We anticipate 10 locations for the south townhouse village units and 5 central locations for the north multi-family units, all easily accessible to both the residents and the Postal Service Mail Delivery Personnel. Address and Signage Details Each individual street will be assigned a street name and each intersection will include street signs for easy recognition. Each townhouse residence, whether it be part of a • duplex, triplex, or four-plex building, will be individually addressed, with the address easily readable from the street. The multifamily buildings, which will each incorporate six or eight individual living units, will have a single address, with individual unit numbers for easy recognition to each unit. The community buildings will also be properly signed. Prepared by Robert Wells, AIA Page 1 of 1 July 9, 1999 \ 1 1014 E•--.. ZJ 2f 63B BG• 1 r. - - 3E53 53' - 23 22 - _ _i M. ) i - , 13. 7 -_`1=--1- _I-1 . Northeast Corner Sec. 21, 0 ' ' ' - NcCtywesLcacner-Set-2di �\ - - 1 i i Two.Calculated23N, Rno SE., W.M. • . -�- `Val from Record of Found 23N., and SE.. N.M. Survey by Robert W. Boyd lead and tack in rd , I P.L.S. recorded under stone. 1 �' Recording No. 9404399014. • \ \ \ • II t • EXHIBIT C \ PSPL easement \\\�� 1 Bp• ""Rae. No.3521697 \ war lines 100' PSPL easement. p es C Pee. 525697 Sz'696 / 1 / war line; s Kensington Crest ......"--\ '-'\ . i ' � /4 / /P �4k / / es •m3. Site Boundary and Easement Exhibit YSZ'/ 6z.s. / P / ass°3 �' P �� BpZtctfAoe• eSIQ� ` �� 0. P Jtg // t+a'PecljI _" i / / 0, ao. p � 0 o ^ f�� tt ur'v a, /W P P J power line;' P 25• . llity easementeRec.ai ''; ! - NOTE: PARCEL B IS NOT PART OF'1'liE KENSINGTON CREST PROPOSAL Tower Beee ,sement Ret.rNo. 3/OS_B._�\d.5 . • Power lines/n No.8B02110614. _� �� 1{ l—� This map was prepared by Centre Pointe Surveying, Federal Way,Washington • • • . / / / . .,.., ., 1 ` :.t:-. Parcel A " • • z7e5090 ad. rt Power line• 63.eso scree Power 1in,a�PC> P�� ../ \ /tower Beoe P r. _ ` _ i P sS3. ?B. 11, // _~—p a°moo • I Lill / / erheaa `�E ' L(E�M P / Power lines P:'^R,i 1AE r Urea • _ • Bees _ P / • VILLE OTower ease 04 a1BTpo ,R ADl se ,a.)3' CT t01NF �+'7j'ep��,�frr,, Towsr Beta(�� P CAulp NO• -zip"'�ctl/N 1 / • .nr lines r L�f �e _ rI 'I \leycraund eesemmt r .jf' avower line. I pas, No. 6399329. t• / 1p6�°�,09 OTower Beee i pecreetofne] easement °� m' F pad. No. 870ai7139•. 0.sr • L•2cB.f4• Power line. •warp lines ��_ T==sr=ea=' lobs F� Kv 3E_5,e7•. `\y�0?/0• / l row // '94 / 4..0 44,1.4.09. .23.4•0g•E p•2 u.?' 9'?• I // P Tower Bes _��`_ • // / ,;, _�� _ n//e0• slope oaccm9. /. / y^ 36 y�Op. l/ P�ripr lines '�0' sewer eeaewnt // Rec. Na. E66c763. y S .a •// Md. fp. ab64763. _ .1 W • Fo, PCund moo. \ \�a //l T° //% �\\ / •� Fountl monument. �r �p b�Bs // \\ _) / •hi incased on centerline • 4.81•11.26\ r/ _� aaO // �\ / ,� i \ SB!•11'2fi'E 1633.21' P�P // \�� /• • 2.69!acres y�� Pal 9Ce. et. 9 Power linen �/ �`=__ � l s m '° 02\� / ` f0' utility easement /Power linen . \ ry ��6 I \ Ree. No.3706230Bf 6. ///� �}y. h / .2\ Q \o. Pi mpn O V. \ I / \ ./..., / q Found crete°inc 3`,,,s�7'Qp in concrete. incased. s. 6 / '� T I• , / r-I\ _ i7 . ' f1•.yt 1` I/.l 0\ " 'nd 051 f�1 e'S o\ 9• .6 .ak ro�°° \ I t . 1 y �I- l I Lf"I V ICI\J. L/\ !1IiIiiE. -d-sc ment. Found 4.o� '7 y+0� 'IN?y /�/ \ / / / in• >•\ =, ma \ • \\c / / / /.> . . 945%IS T. / / 4�/ i ` \ / 45,0/ • \ \ ••••• 0 KENSINGTON CREST CONDOMINIUM COMPLEX 205 UNIT MULTI-FAMILY COMPLEX- RENTON VS I_ R NN DEVELOP m CITY OF RENTON JUL 15 1999 UNIT DESIGNATION RECEIVED UNIT A 2 BDRM/2 BATH INTERIOR UNIT SINGLE GARAGE 1208 SQ FT (50 UNITS) UNIT B 3 BDRM/2 1/2 BATH END UNIT DOUBLE GARAGE 1356 SQ FT ( 2 UNITS) (ONE BDRM/ONE BATH ON MAIN FLOOR) UNIT C 3 BDRM/2 1/2 BATH END UNIT DOUBLE GARAGE 1342 SQ FT (43 UNITS) UNIT D 3 BDRM/2 1/2 BATH INTERIOR UNIT DOUBLE GARAGE 1342 SQ FT ( 0 UNITS) UNIT E 2 BDRM/2 1/2 BATH/DEN END UNIT DOUBLE GARAGE 1360 SQ FT ( 2 UNITS) UNIT F 2 BDRM/ 1 1/2 BATH END UNIT DOUBLE GARAGE 1052 SQ FT ( 6 UNITS) (WASH STATE HDCP UNIT /6 REQ) (ONE LEVEL UNIT) UNIT G 2 BDRM/2 BATH FLAT UNIT SHARED CARPORT 1004 SQ FT ( 60 UNITS) UNIT H 2 BDRM/ 1 BATH FLAT UNIT SHARED CARPORT 894 SQ FT ( 36 UNITS) UNIT J 2 BDRM/ 1 BATH FLAT UNIT SHARED CARPORT 916 SQ FT ( 6 UNITS) (WASH STATE HDCP UNIT / 5 REQ) BUILDING DESIGNATION - TOWNHOUSE UNITS (TOTAL 103 UNITS) BLDG 2A (2) 3 BDRM/2 1/2 BATH/DEN 1 BLDG 2 UNITS (UNITS E E) BLDG 2B (2) 3 BDRM/2 1/2 BATH 1 BLDG 2 UNITS (UNITS B B ) BLDG 2C (2) 2 BDRM/ 1 1/2 BATH 3 BLDGS 6 UNITS (UNITS F F ) BLDG 3A (1) 3 BDRM/2 1/2 BATH 7 BLDGS 7 UNITS (UNITS C ) (2) 2 BDRM/2 1/2 BATH 14 UNITS (UNITS A A) BLDG 4A (2) 3 BDRM/2 1/2 BATH 13 BLDGS 26 UNITS (UNITS C C ) (2) 2 BDRM/2 1/2 BATH 26 UNITS (UNITS A A) BLDG 4B (2) 3 BDRM/2 1/2 BATH 5 BLDGS 10 UNITS (UNITS C C ) (2) 2 BDRM/2 1/2 BATH 10 UNITS (UNITS A A) BUILDING DESIGNATION - FLAT UNITS ( TOTAL 102 UNITS ) BLDG 6A (6) 2 BDRM/ 1 BATH 5 BLDGS 30 UNITS (UNITS HH HE HH) BLDG 6B (6) 2 BDRM/2 BATH 8 BLDGS 48 UNITS (UNITS GG GG GG) BLDG 8A (2) 2 BDRM/ I BATH (HDCP) 3 BLDGS 6 UNITS (UNITS J J) (2) 2 BDRM/2 BATH 6 UNITS (UNITS H H) (4) 3 BDRM/2 BATH 12 UNITS (UNITS G G G G.) COMMUNITY BUILDING # 47 INCLUDES MEETING/GAME ROOM LOUNGE WITH KITCHENETTE EXERCISE ROOM ENTRANCE OFFICE/SALES AREA ASSOCIATION MANAGERS OFFICE OUTDOOR SPA MEN'S&WOMEN'S CHANGING&RESTROOMS SPA EQUIPMENT&STORAGE AREAS PAVED PATIO PLAY AREA PARKING PROVIDED DRIVEWAY PARKING 150 ENCLOSED GARAGES 156 COVERED SHARED CARPORTS 102 OFF STREET PARKING 150 ON STREET PARKING NOT COUNTED TOTAL PARKING 558 SOUTHEAST QUADRANT 85 UNITS (PRIMARY USE) SOUTHWEST QUADRANT 18 UNITS (PRIMARY USE) TOTAL 103 UNITS NORTHEAST QUADRANT 74 UNITS (SECONDARY USE) NORTHWEST QUADRANT 28 UNITS (SECONDARY USE) TOTAL 102 UNITS TOTAL PROJECT 205 UNITS KENSINGTON CREST CONDOMINIUM COMPLEX 205 Unit Multi-Family Development, Renton, Washington TOTAL SITE AREA 2,786,098 SF (63.96 acres ) TOTAL BLDG FLOOR AREA 319,570 SF BLDG FOOTPRINT AREA 210,678 SF CARPORT FOOTPRINT AREA 22,000 SF BLDG& CARPORT AREA 232,678 SF 7.6 % Coverage IMPERVIOUS PAVEMENT 236,600 SF 8.5 % Coverage SIDEWALKS,PATIOS, SP CT. 56,400 SF 2.0 % Coverage GRAVEL BED RV. PARKING 15,400 SF 0.6 % Coverage DEV. LANDSCAPE AREA 632,800 SF 22.7 % Coverage Beds Surrounding Bldgs 111,238 SF Interior Pkg Lot Landsc 13,922 SF Open Grassed Areas 507,640 SF UNDEVELOPED AREA 1,612,220 SF 57.9 % Coverage ALLOWABLE MAX. BUILDING HEIGHT 35 FT PROPOSED BUILDING HEIGHT 12 FT TO 32 FT BLDG SETBACKS ALLOWED BY CODE 20 FT FRONT YARD 5 FT SIDE YARD 15 FT REAR YARD Proposed Building Setbacks vary per building. PARKING REQUIRED 410 SPACES PARKING PROVIDED 156 SPACES IN GARAGES 150 SPACES IN DRIVEWAYS 102 SPACES IN CARPORTS * 150 SPACES - OFF-STREET ** SPACES ON-STREET NOT COUNTED TOTAL 558 SPACES Not Including On-Street Parking * Carport Parking Stalls 10 ft wide x 20 ft deep, max 8 units per carport ** Open Parking Stalls 9 ft wide x 20 ft deep, (2 ft overhang to sidewalk& landsc) No wheel stops used. Cars will abut 5 ft wide sidewalk or continuous curb @ Landsc No loading spaces used KENSINGTON CREST CONDOMINIUM COMPLEX 205 Unit Multi-Family Development, Renton, Washington TOTAL LIVING FLOOR AREA OF BUILDINGS (NOT INCLUDING GARAGES) BLDG #UNITS BLDG BLDG #UNITS BLDG NO AREA NO. AREA 1 2 B (2 Units) 2712 SF 25 3 A (3 Units) 3758 SF 2 4 B (4 Units) 5100 SF 26 4 A (4 Units) 5100 SF 3 4 A (4 Units) 5100 SF 27 4 A (4 Units) 5100 SF 4 4 A (4 Units) 5100 SF 28 4 A (4 Units) 5100 SF 5 4 A (4 Units) 5100 SF 29 2 C (2 Units) 2104 SF 6 4 A (4 Units) 5100 SF 30 4 A (4 Units) 5100 SF 7 3 A (3 Units) 3758 SF 31 6 B (6 Units) 6024 SF 8 2 C (2 Units) 2104 SF 32 8 A (8 Units) 7636 SF 9 4 A (4 Units) 5100 SF 33 6 B (6 Units) 6024 SF 10 4 A (4 Units) 5100 SF 34 6 B (6 Units) 6024 SF 11 4 A (4 Units) 5100 SF 35 6 A (6 Units) 5364 SF 12 4 B (4 Units) 5100 SF 36 6 A (6 Units) 5364 SF 13 4 A (4 Units) 5100 SF 37 6 B (6 Units) 6024 SF 14 4 A (4 Units) 5100 SF 38 6 B (6 Units) 6024 SF 15 4 B (4 Units) 5100 SF 39 6 A (6 Units) 5364 SF 16 4 B (4 Units) 5100 SF 40 6 A (6 Units) 5364 SF 17 3 A (3 Units) 3758 SF 41 6 A (6 Units) 5364 SF 18 2 A (2 Units) 2720 SF 42 6 B (6 Units) 6024 SF 19 3 A (3 Units) 3758 SF 43 8 B (8 Units) 7636 SF 20 3 A (3 Units) 3758 SF 44 6 B (6 Units) 6024 SF 21 4 A (4 Units) 5100 SF 45 6 B (6 Units) 6024 SF 22 3 A (3 Units) 3758 SF 46 8 A (8 Units) 7636 SF 23 3 A (3 Units) 3758 SF 47 Community Bldg 1830 SF 24 2 C (2 Units) 2104 SF 48 Community Bldg 622 SF TOTAL AREA OF LIVING UNITS 319,570 SF All Buildings excluding Enclosed Garages ' P KENSINGTON CREST CONDOMINIUM COMPLEX 205 Unit Multi-Family Development, Renton, Washington GROUND COVER DISPLACEMENT PER BUILDING(INCLUDING GARAGE) BLDG #UNITS BLDG BLDG #UNITS BLDG NO AREA NO. AREA 1 2 B (2 Units) 3512 SF 25 3 A (3 Units) 2876 SF 2 4 B (4 Units) 3852 SF 26 4 A (4 Units) 3852 SF 3 4 A (4 Units) 3852 SF 27 4 A (4 Units) 3852 SF 4 4 A (4 Units) 3852 SF 28 4 A (4 Units) 3852 SF 5 4 A (4 Units) 3852 SF 29 2 C (2 Units) 2504 SF 6 4 A (4 Units) 3852 SF 30 4 A (4 Units) 3852 SF 7 3 A (3 Units) 2786 SF 31 6 B (6 Units) 2008 SF 8 2 C (2 Units) 2504 SF 32 8 A (8 Units) 3840 SF 9 4 A (4 Units) 3852 SF 33 6 B (6 Units) 2008 SF 10 4 A (4 Units) 3852 SF 34 6 B (6 Units) 2008 SF 11 4 A (4 Units) 3852 SF 35 6 A (6 Units) 1788 SF 12 4 B (4 Units) 3852 SF 36 6 A (6 Units) 1788 SF 13 4 A (4 Units) 3852 SF 37 6 B (6 Units) 2008 SF 14 4 A (4 Units) 3852 SF 38 6 B (6 Units) 2008 SF 15 4 B (4 Units) 3852 SF • 39 6 A (6, Units) 1788 SF 16 4 B (4 Units) 3852 SF 40 6 A (6 Units) 1788 SF 17 3 A (3 Units) 2786 SF 41 6 A (6 Units) 1788 SF 18 2 A (2 Units) 2504 SF 42 6 B (6 Units) 2008 SF 19 3 A (3 Units) 2786 SF 43 8 B (8 Units) 3840 SF 20 3 A (3 Units), 2786 SF 44 6 B (6 Units) 2008 SF 21 4 A (4 Units) 3852 SF 45 6 B (6 Units) 2008 SF 22 3 A (3 Units) 2786 SF 46 8 A (8 Units) 3840 SF 23 3 A (3 Units) 2786 SF 47 Community Bldg 1830 SF 24 2 C (2 Units) 2504 SF 48 Community Bldg 622 SF TOTAL AREA OF GROUND DISPLACEMENT 210,678 SF All Buildings including Enclosed Garages ��ENrepartment of Energy Opel, o � �'< Bonneville Power Administration ' 914 Avenue D Snohomish,Washington 98290 \ATEs of P � � • . rJUN 9 1999 CB�rOPREN• dANlNG In reply refer to: TSRF (Case No. 890399) °l�L 15 7999 VZip Tract No.R-MV-479 Raver-Maple Valley No.1&2(oper as Echo Lake-Maple Valley No.2) Maple Valley Loop South Line(oper as Covington-Maple Valley No.2) Maple Valley Loop North Line(oper as Sammamish-Maple Valley No.1) Rocky Reach Maple Valley No. 1 (oper as Sammamish-Maple Valley No.1) Bealko, Inc Attn: Dick Butko P.O. Box 3266 Federal Way, WA 98063 Dear Mr. Butko: APPROVAL IN PRINCIPLE This letter is in response to your request for approval in principle for the Condo Project being developed in King County. According to the plan, the Bonneville Power Administration(BPA) Right-of-Way (ROW) located in a portion of Lot 6, SE1/4NW1/4 of Section 21,Township 23 North, Range 5 East, Willamette Meridian, King County, Washington,Exhibit"A". It is important for BPA engineering and maintenance personnel to review preliminary design'drawings if they change prior to construction. After review and approval of"As Builts" a Land Use Agreement will be issued by BPA. As you are aware, substantial controversy had developed over whether exposure to electric and magnetic field (EMF) from the operation of electric equipment(including high-voltage transmission lines) is a health hazard. A great deal of research on this issue is now under way to date, no direct cause-and-effect\ relationship between exposure to EMF and human health effects has been proven. However, many questions remain and we ask that you consider the EMF information in planning for your use of the BPA ROW. For this reason please note the conditions listed below for use of the ROW for recreational purposes. The plan as presented is approved in principal, subject to(but not limited to)the following conditions being met, most of which were discussed in meeting preceding this letter. Final "As Builts" showing the completed project will need to be presented and approved before the Land Use Agreement will be issued. • 1. Proposed light standards should not be greater than 40 feet above grade. Any other lighting in other positions on the BPA ROW must be approved through this office with resubmitted drawings. 2. All landscaping must be of a height not to exceed 10 feet above grade. BPA reserves the right to cut at ground level any vegetation that exceeds the ten-foot limit on the ROW. 3. Underground utilities shall be at least 50 feet from the nearest leg of any transmission tower. Also, underground utilities on the ROW shall be designed to withstand HS-20 loading imposed by BPA line trucks that may weight up to 27 tons. . 4. Proposed parking as shown in plan drawings is approved. 5. Recreational area- limited to grassy play area only- no structures allowed. 6. Access to BPA structures must remain open and unobstructed at all times. BPA further BPA has the right to use the proposed roadways to access our Transmission Line System. 7. Construction equipment must maintain a minimum distance of 20 feet between equipment and transmission line conductors. 8. No storage of flammable material or refueling of vehicles or equipment is allowed on the ROW 9. Bury all utilities to comply with applicable National, State and Local Standards. 10. BPA shall not be liable for damage to your property, facilities, or injury to persons,which might occur during maintenance,reconstruction,or future construction of BPA facilities as a result of your facilities being within the ROW. 11. Damage to BPA property, resulting from your use, shall be repaired or replaced by BPA at its option. The actual costs of such repair or replacement shall be charged to and paid by you. 12. Construction/installation, use and maintenance of the project shall be at no cost to BPA. Other uses on the ROW must be applied for separately. Should you have any questions or need further information. Please call me at this office tool free at 1 (888) 611-1746, or directly at(360)568-8575. Sincerely, 9dzgyd„... Jil M. Gaston Field Realty Specialist Cc's: List is on separate page NI, 3 Carbon Copy Address List Puget Sound Energy Puget Sound Power and Light Company 22828 68th Avenue South,#102 Of Massachusetts Company Kent, WA 98032 Recording No: 3421697, 3421696 22828 68th Avenue South, #102 Kent, WA 98032 U.S. West Communications City of Renton, Sanitary Sewer and Water P.O. Box 12480 Recorded No. 7412090511, 8802110613, Seattle,WA 98111 8802110614 1055 South Grady Way Renton, WA 98055 Cedar River Water& Sewer Kensington Crest 18300 SE Lake Youngs P.O. Box 3266 Renton, WA 98058 Federal Way, WA 98033 City of Renton Seattle City Light Attn: Jennifer Henning Real Estate Services, Room 2808 1055 South Grady Way Attn: Steve Hagen Renton, WA 98055 700 5th Avenue Seattle, WA 98104-5031 City of Renton,Non-Exclusive Recreational Sprint Spectrum L.P. Easement 11000 NE 33rd Place, Suite 200 Recorded No. 8706171394, 6399529. 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Y rte r 0 �7 !� lap f 8p C`p. �d`r / 1. p�zz C • FINAL DECLARATION OF HON—SIGNIFICANCE APelication No(11: PPUD-078-81 Environmental Checklist No. : ECF-085-81 Dscriptionof Proposal : Proposal to construct 344 dwelling units including 26 buildings , 2-3 stories in height. Flats & townhouses are both involved. Proponent: PARKER, C.A. Location of Proposal: 119th block of S.E. Royal Hills Drive. • Lead Agency: Building Department This proposal was reviewed by the ERC on September 30, 1981 , October 7 , 1981 , and December 2 , 1981 , following a pr_esenta- • tion by Roger Blaylock of the Building Department. Oral Comments were accepted from: Ronald Nelson, Richard Houghton,. David Clemens, Steve Munson, Roger Blaylock, James Hanson , James Matthew and Gary Norris. Incorporated by reference in the record of the proceedings of the ERC on application ECF-085-81 are the following : • 1 ) Environmental Checklist Review Sheet, prepared by: Steve Munson DATED: September 30 , 1981 2) Applications : PPUD-078-81 • 3) Correspondence : Dated To From 10-8-81 Planning Dept. Chris Leady via Kenneth Cottingham, P.E. 11-2-81 David Clemens Chris Leady 1 1-1 7-81 David Clemens Shupe Holmberg®• 4 ) Proposed Declaration of Significance �- p F�Yp iA • Dated: October 12 , 1981 �(J� � �"vT8'VI S 199`9 1� 5) Recommendations for a declaration of non-si_gni_ficanc ® Utilities Engineering Division, Traffic Engineering VO) Division , and Parks and Recreation Department. Recommendations for a declaration of significance: Police Department, Fire Department, Building Department, and Planning Department. • ' More information: Engineering Division. Acting as the Responsible Official, the ERC has determined this development does not have significant adverse impact on the environment. An EIS is not required under RCW 43 . 21C. 030 ( 2) (c) . This decision was made after review by the lead agency of a complete environmental checklist and other information on file with the lead agency. • • • .Yam�. /1 L f'>' ae C. �C7i[ei.Gt-e-Cl7Zr- (4-G/4`y :( ct,l:'2_c ci •�•-- ��(iC�: ,, GGLY.�'. iW� r.r/ CLC..G�C aSh�7;lcPll�C/7Zt�2� �4-•i.C!//.: %4, �C•7 T��'`f ... G!�Lc.f Ce(- L /f�iC,u7ti Y.a �i/rf :/ /.•"�. /�l4 •.J/.> • FINAL DECLARATIC ON-SIGNIFICANCE PARKER, C.A. PAGE TWO • Reasons for declaration of environmental non-significance: 1 . The project will not adversely affect adjacent properties. 2 . The project will protect the perched marsh below the subject site by providing a regulated storm water retention; detention system. 3 . The proposal will establish areas of natural vegetation which will remain undisturbed. 4 . The proposal will provide recreational easements. to the City of Renton to allow construction of public recreational facilities . Signatures : - 4) 0(9,,() /Ronald G. Nelsocr' Davi . eri hens, Acting ` Building Official Planning Director •.� isC L -t-Ct ( Richard-C.-Houghton,',/ Public Works Director DATE OF PUBLICATION: December 7 , 1981 EXPIRATION OF APPEAL PERIOD: December 21 , 1981 Date circulateCi":" Comrner,t.;; due : F INiV I It(NNIX I AL CIIECKL I SI REVIEW snru I ECF - 085 - 81 APPLICATION No ( s ) . PPUD-078-81 PRnPONLNT : PARKER, C. A. PROJLL I T I T LE : PARKER PLANNED UNIT DEVELOPMENT Brier Description mr Project : Proposal to construct 344 dwelling units including 26 buildings , 2-3 stories Iii truttr"t': -'-- townhouses are both involved. LOCA [ IUN : 119th block of S.E. Royal Hills Drive. SITE AREA : + 65 . 9 acres BUILDING AREA (gross ) -- DEVELOPMENTAL COVLRA(;f (%) : -- IMPACT REVIEW NONE MINOR MAJOR MORE INFO 1 ) Topographic changes : X soils analysis on slopes 2 ) Direct/Indirect air quality : X ' 3 ) Water & water courses : X1 • . ) Plant l i Fe : X2 5) Animal lire : X 6 ) Noise : X 7 ) Light & glare : X U ) Land Use.; north : Undeveloped slope east : Undeveloped City ownership south : Multiple family/powerline u e:.; t : Powerline right-of-way ! and u .;e cur; l l i rt.!; : Minimal -- major to natural environment Vieu obstruction : Minimal 9 ) rtural resources : X lU ) lit :;': of' ap:;Pt : X II ) Pupu.laI .ion/EmpluymcnI: :__ 700 persons 12 ) Numb r or DoeJ 1 i nns : 344 13 ) ' Trip ends ( I Tt ) : 271 8 average daily trips t rutlic impact .; : minor impact see traffic report 1.4 ) Public service's : I X Lnertj} : X .16' Utilities : X 17 ) tl,.man heal (. h : X 1 s ) Aesthetics : X 19 ) �CT'.J,atltlrl ; • rM X-3 I� _____ 20 ) Art.heolog> h.istur) COMMENTS : 1 ) Protect perched marsh below site • 2) Establish areas to be retained undisturbed 3) Assuming availability of recreation easement Recommendation : D\tiI • X DOS Mu P Infr; r y Reviewed by - s ) !� �;:.., 1 itle . (7 l ca ` (�(a ( /' ''. Date : i dit I: Ei C-Uc: 1117N CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE ENVIRONMENTAL CHECKLIST NO.: ECF-040-85 APPLICATION NO(s).: FPUD-024-85 DESCRIPTION OF PROPOSAL: Application for final P.U.D. approval to develop a housing project containing 307 multi-family . dwelling units within 26 buildings, and two community buildings and recreation amenities on a 65.9 acre site. PROPONENT: Al Parker (Parker P.U.D.) LOCATION OF PROPOSAL: Located on the north side of S.E. Royal Hills Drive at the 2800 block. LEAD AGENCY: City of Renton, Building and Zoning Department. The lead agency for this proposal has determined that it does not have a probable • significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. Additional conditions were imposed as mitigating measures by the Environmental Review Committee under their authority of Section 4-2822(D) Renton Municipal Code. Responsible Official: Environmental Review Committee City of Renton 200 Mill Avenue South, Renton, WA 98055 Phone: 235-2550 APPEAL: You may appeal this determination in writing to Renton Hearing Examiner no later than June 9, 1986. You should be prepared to make specific factual objections. Contact City of Renton, Building and Zoning Department to read or ask about the procedures for SEPA appeals. DATE OF DECISION: April 30, 1986 PUBLICATION DATE: May 26, 1986 1 ,,.6‘ ./ onald G. Nelson cryM. inger Building and Zoning Director Policy De opm t irector ard C. Houghton Public Works Director •• • ,. 1 , . 1 i. • KENSINGTON CREST . •.: i I COLORED DISPLAY MAP •SF.:CTiON 21, TO'Pi.5111P 23 N., RANGE 5 E. W.M. 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MDat� ATION PL11..1 PAVINGS RR AN o 0 ia.o.,a .�.,..,aVIIL who.... v : i z I a 6 o Prq cows I BLDG N - 50 I i ! l DEVELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS :..:::.:....:;..... ...:.... ..::.... ............:.: .:.. .............,:::::.::::::. ;.>:.....:...:.... ... ::>:WAIVED<< '`>BY` `::>: a>.0 'R UI fV�T Calculations, Survey i n .:.:.;.... ..9. •n I.. Drainage Report 2 EI vatio Arcfirt t n Elevations, Grading 2 • Existing Easements (Recorded Copy) 4 i . •otl` ..lai a...,if;ap licablea . .:.:.:.;:::::::: ;::;:: ::::..;;:: . ::::::. ::::.:::..: :;:.:.:.;:::..:::.:. ::»»:;:;<>:;>::<::::>: ::»:: Floor Plans 3 AND 4 • Geotechnical Report ;:: .3 :.` •:•`': znN Grading Plan, Conceptual 2 Gradin .:Plan:::D t it z.... King County Assessor's Map Indicating Site 4 ;.::c:::. 4 .. ..... La��dsca�`�'n`•�• .�la''�"':''.C� a Eii�al n E' n on Legal Description 4 :.:;t'of>Su oundi..:'. :: .Owne�sa ::}: ; > ,'' .` :':` :`:: `'<>` ' ': ; `:':` : s : >' ` >`: ' : ? < '' Mailing Labels for Property Owners 4 Master Application Form 4 Parking, Lot Coverage & Landscaping Analysis 4 ' .• P•l•an e•du ions< P•... s•R ct MT Postage 4 Public.Works.Approval Letters Title Report or Plat Certificate 4 0 o a o T ra M 5 c ours s h nt Traffic Study 2 eeC r uttln Ne e a ' C eari a 4 • T t tron I n PI n 9 . 9 9 Utilities Plan, Generalized 2 Wetlands:Delineatigri`:Ma 4 • / . :' ,. ' .: °:'s:' ?`::. :.:. :. P r . ...�� M : :S> N,>T,::;;.:°:•,:: :• • .:: -1 . .®pRA . • , etlands Planting Plan 4 ICI :_.....: G • /etlands study 4 �' -15 1999 This requirement may be waived by. . •7 I 11(f14 1. Property Services Section �: `� PROJECT NAME: (� �� `J 2. Public Works Plan Review Section 3. Building Section f.=' U �` DATE: /O— ;. Development Planning Section . - 18-4 1 (V • Kensington Crest Soils Report CiE LOPMENT P I,,,.. CITY OF RENTON • JUL 15 1999 • R ` CE V D • F3C�gdf�( M3�n, +i t �tifC�v fir{ 1� : ' ' . GeoEngineers March 24, 1999 • Consulting Engineers • and Geoscientists • Burko Construction, Inc. Offices in W.uhinpion, !P.O, Box 3266 Oregon,and,;l:oka ,r;r,$t J'�.: jf•'i ay, Washington 58063 Attention: Dick Butko • Clarification Regarding Building Setbacks Kensington Crest Development • • Renton, Washington GEI File No. 7016-001-01 INTRODUCTION This letter presents additional information regarding our recommendations for building setbacks at the proposed Kensington Crest Development in Denton, Washington. This additional information is presented at your request to clarify recommendations presented in a geotechnical consultation report for this site that CeoEngineers prepared for a previous owner of the property, the Parker PUD Partnership. The report is dated September 26, 1985 (GEI File No. 654-02), The property encompasses approximately 45 acres and is located between Rby°al Drive and the Cedar River in southeast Renton. We understand that a multi-family residential development is proposed for the site. In addition. to the ab yve referenced report, we have recently completed geotechtiical consultations for you. These included the preparation of a letter updating our 1985 report (October 8, 1998) and a letter presenting the results of our evaluation of site conditions along the proposed storinwater discharge pipeline alignment at the • property.(February 26, 1999). BUILDING SETBACKS In our 1985 report, we recommended that buildings have a setback of 40 feet from the. crest of the steepest portion of the slope, along the northeast portion cf the property. We also recommended a setback of 25 feet at other locatio.ns where the slope is less steep, along the north portion of the property. Ge•Ergineek Inc. c4) 15IUi.er.ueN.;. F.efimcnd•14 9'3652 • Telernone(425)g61•65'1G Fax(425)$61f;C5o '�,\,.•.geoengi veers•con 1 March 24, 1999 ' page 2 The report did ROC describe how the crest of the slope is to be determined for the purpose of delineating the setback. It is our recommendation chat the crest of the slope be determined as the,io atior: where the inclination of the slope flattens to less than 40 percent. We were provided with a copy of the proposed site layout plan that was prepared by.Robert VVei1s, Architect. We understand that the building setbacks indicated on the plan are based on tie !ovation where the inelinadon of the slope flatters to less than 40 percent. On this basis, the buildings are sited in accordance with our recommendations. We understand that certain of the proposed buildings will have small concrete, slab-on- . • grade patios and/or above grade wooden decks that extend into the setback areas. In our cJpinion, the concrete patios are non-structural and can be located within the setbacks. The above grade wooden decks do not rely on support from the soils within the setback areas; therefore, they can extend into the airspace above the setback areas, in our opinion.. .. �4 +I • We trust that this letter presents the information that you need at this time. We appreciate the opportunity to continue to provide geotechnical.consultation services on this project. please call if you have any questions regarding the information presented in this Etter, or if we can provide additional services Yours very tnily, GeoEngineers, Inc.• f .---fate„ Thomas A. Tobin, P.E. Principai TAT i erns P:1o1!8na1s17015(yj101 L2.doc Two copies submitted G e o P n g i n c e r s Five ro. 7016-00)-01.1130 i Geo 4 OEngineers October 8, 1998 Consulting Engineers and Geoscientists Offices in Washington, Oregon,and Alaska Butko Construction, Inc. • P.O. Box 3266 Federal Way, Washington 98063 Attention: Dick Butko Geotechnical Consultation Report Update Kensington Crest Development Renton, Washington GEI File No. 7016-001-00 INTRODUCTION This letter updates our geotechnical consultation report for a property in Renton, Washington. The property encompasses approximately 45 acres and is located between Royal Hills Drive and the Cedar River in southeast Renton. We understand that a multi-family residential development is proposed for the site, and that the project will be named Kensington Crest. We completed a geotechnical consultation report for this site for a previous owner of the property, the Parker PUD Partnership. The report is dated September 26, 1985 (GEI File No. 654-02). We understand that Butko Construction, Inc is the current owner of the property. Our current services and this summary letter are provided at your request. Our services are perfoirmed in accordance with our proposal dated October 2, 1998 that you authorized on October 6, 1998. SCOPE Our services are to visit the site to evaluate the present conditions of the site as compared with the conditions that were described in our 1985 report. The services provided by GeoEngineers consisted of the following: 1. Review the existing geotechnical consultation report and other geotechnical data in our files for the site and vicinity. GeoEngineers,Inc. 8410 154th Avenue N.E. Redmond,WA 98052 Telephone(425)861-6000 Fax(425)861-6050 www.geoenginl ers.com Printed on recycled paper. Butko Construction, I- October 8, 1998 Page 2 • 2. Visit the site to observe the physical setting and condition of the property and immediate urrounding area. We will focus particular attention on any sensitive areas on or adjacent to the property, including slopes, landslides, streams and areas of erosion. 3. Discuss our observations with you and your team during the site visit, if you request. I 4. Summarize our observations regarding the property in a letter. SITE OBSERVATIONS ilk representative of GeoEngineers visited the site on October 6, 1998, met with you and performed a reconnaissance of the site. We were also provided with a copy of the development plan for the site. We observed the existing site conditions from the southern upland portion of the site to the steep) slopes extending north toward the Cedar River. Conditions at the site do not appear to differ from those observed in 1985. We did not observe evidence of slope failure on the steep slopei areas except for occasional bowed tree trunks that are indicative of shallow soil creep on the steep slopes. Such shallow soil creep is common to steep slopes in the Puget Sound area. Surface drainage conditions at the site do not appear to differ from those observed in 1985. Similarly, the topography and vegetation conditions at the site do not appear to differ from those observed in 1985. CONCLUSIONS AND RECOMMENDATIONS On the basis of our review of the 1985 report and available geotechnical data, and on our reconnaissance of the site, it is our opinion that the information presented in the 1985 report is still applicable to the present day site conditions. LIMITATIONS We have prepared this letter for use by Butko Construction, Inc. and DBM Consulting Enginleers, to update our 1985 geotechnical consultation report for the referenced site. No additional explorations were completed as part of this consultation, nor were design level geotechnical recommendations developed for the proposed structures and other site improl ements. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally`accepted practices in this area at the time the report was prepared. No warranties or other conditions, express or implied, should be understood. 1 +► GeoEngineers File No. 7016-001-00 Butko Construction, I • October 8, 1998 • Page 3 1We trust that this letter presents the information that you need at this time. We appreciate the opportunity to continue to provide geotechnical consultation services on this project. Please call if you have any questions regarding the information presented in this letter, or if we can provide additional services. I Yours very truly, i � , �,oF w o��1 GeoEngineers, Inc. gkA, —ro-e4;4%. "o 2795E ;y Thomas A. Tobin, P.E. �' 4b1 STE09 4C f Principal TAT:ss I EXPIRES 1/23/by I P:\\7016001L1.doc Two copies submitted cc Kathy Ruff DBM Consulting Engineers 502— 16t' Street NE, Suite 312 Auburn, Washington 98002 II G e o E n g i n e e r s File No. 7016-001-00 GIo ,4 Engineers • REPORT OF GEOTECHNICAL CONSULTATION PROPOSED PARKER PLANNED UNIT DEVELOPMENT RENTON, WASHINGTON . FOR PARKER P.U.D. PARTNERSHIP • INTRODUCTION This report presents the results of our preliminary geotechnical evaluation of the proposed Parker Planned Unit Development (P.U.D. ) in Renton, Washington. This site includes approximately 45 acres of develop- able land located southeast of Renton. The property and the adjacent areas north and east which are addressed in this report are shown on the Vicinity Map, Figure 1. The property lies entirely in the northwest one-quarter of Section 21, Township 23N, R5E, north of Royal Hills Boulevard. The property boundary and locations • of proposed facilities are shown on the Site Plan, Figure 2. We understand that construction of relatively light apartment buildings is planned on the westerly portion of the property. Streets and typical service utilities are planned to serve the P.U.D. No specific designs for site improvements were available at the time of our investigation. SCOPE OF SERVICES- The urpose of our geotechnical consultation is to address concerns expressed in a letter dated April 18, 1985 from Mr. Roger Blaylock, Zoning Administrator, City of Renton, to Robert Wells and Associates, Architects, relative to the required C.ty of Renton environmental determination. Specifically, we are to address four geotechnical concerns. These include: 1. The stability of the Cedar River valley wall and local slopes near the valley crest. 2. The existence.of a "perched marsh" located northeast of the proposed development. 3. . Foundation support for the proposed buildings, including the earthwork required for building foundation construction, and the • technique for supporting buildings,•retaining walls, rockeries, etc. 4. The proximity of former underground coal mines which are known to occur in the general area of this project. aesi,ta:ica;.r:.v.-' - .. . .........-,..a�=-ate--._ ..---•—..--•--- (eon o Engineers SITE DESCRIPTION GENERAL Our description of the site is presented to provide a basis for address- ing the geotechnical concerns relevant to the environmental determina- tion. This description includes general discussions of topography, drainage, vegetation, and subsurface soil conditions. The methods used in our evaluation of the site include subsurface exploration, laboratory testing, site recon- naissance and review of existing information. These methods are described in appendix A. A list of references is presented at the end of this report. TOPOGRAPHY The entire property is situated on the northern edge of an upland area which separates the Cedar River valley from the Green River valley. The Cedar River valley wall is immediately adjacent to the north and east margins of the proposed development. The ground in the upland portion is gently (lolling, sloping overall slightly toward the northeast. Some of the undulations of the ground surface appear to be from former borrow operations for gravel while other irregularities are due to natural geologic processes. Site elevations range from about 300 feet above sea level in the southerly portions to about Elevation 175 'feet at the northeast corner of the property. Immediately north and east of the site, the ground surface slopes steeply downward at angles ranging between 15 and 40 degrees from horizontal to about Elevation 50 on the floor of the Cedar River valley. The slope gradually decreases and is flatter below approximately Elevation 100. A large shallow depression occurs about 400 feet to 850 feet northeast of the property at approximately Elevation 75 feet. Within this depression a • shallow swamp has formed. This is identified by the City of Renton as the Cedar River Marsh. DRAINAGE Surface drainage from the site is provided by a stream located at the west end of the property and by several small swales off of the upland along the north and east sides. The stream at the west end has cut a relatively deep channel into the underlying soil deposits. All, of the flow i eventually enters the Cedar River either as surface runoff or, to some extent, ground water. Some surface and/or ground water is temporarily 2 6eo Engineers ponded on the northeast slope bythe Cedar River Marsh. This appears ppears to be a local discharge area and the water level in the marsh fluctuates in response to seasonal weather patterns. The marsh was nearly dry during our reconnaissance. A small tributary channel at the northeast .end of the marsh provides a surface outlet from the marsh to the Cedar River during high water periods. • VEGETATION • The upland area is moderately overgrown with alder saplings, scattered small conifers, short grass and Scotch Broom brush. Large native conifers have been logged, and other vegetation growth has been reduced by maintenance • within power line rights of way which traverse the site. The to the north and east are over steep slopes grown with medium to large conifers, deciduous trees and brush. In general, the tree trunks are straight; the under— growth is thick. The density of this vegetation increases substantially toward the lower portion of the slope. The marsh is overgrown with typical swamp—type vegetation. • SUBSURFACE CONDITIONS The existing subsurface conditions at the P.U.D. site areas are predominantly the result of several regional glaciations followed by postglacial weathering and erosion. At least four episodes of ice advance and retreat have occurred in this region within the la st 100,000 plus years. The most recent ice advance reached a thickness of about 3,000 feet in this area and was completely gone from the project vicinity by about 10,000 years ago. The Cedar River valley was downcut through glacial drift and locally into bedrock following the most recent glacial period.Within the project area, we observed soils deposited before and after the last ice advance. Underlying the soil deposits is bedrock. Our descrip— tion — tion of the soil conditions includes six units, two of which occur at the surface in the area of the planned structures. For purposes of our evalua— tion, these two units are described first in terms of their engineering characterisjtics as they relate to development plans. The latter • are classified in terms useful four units to slope stability analyses. • 3 • .itsw . •Geoff Engneers Alluvial Terrace Gravel the upland area. It (RX). This unit occurs as the youngest unit of consists of approximately 10 to 20 feet of granular soils including gravelly sand, and silt per- centage of cobbles and boulders The Y to sandy gravel with a high durin g shortly majority of the material was deposited after recession of the last • The unit tends to increase i glacial ice from this area. n density from loose to surface to very dense at depth. medium dense at the variable' de th throughout the Soils of this unit have been P g mined to a relatively level upland terrace area.. of generally � h P Because g Permeability, surface water infiltration occurs rapidly and horizontal and vertical drainage is good. The soils good to excellent foundation generally provide generally excellent for use asupport and stability. These soils are also s structural fill and are not "sensitive" to seismic dlisturbance (liquefaction). Glacial Drift (Qd): This soil unit underlies the alluvial terrace gravel and reaches an observed thickness of about 100 feet. The was deposited b glacial drift y or in advance of glacial ice and thus has been overridden and consolidated by a glacier($). Two distinctive sub-units are present within the glacial drift body. The upper soils consist of till. Till was Y y ice and generally consists of unsorted brown to gray silty sand to sandy silt matrix material with gravel and cobbles. It is dense to very dense where undisturbed. Occasionalgenerally large boulders may occur has very low permeability, resulting in poor drainage characteristics and wi water through the overlying 11 severely impede the downward Y g alluvial terrace migration of perched water level maygravel to the extent that a occur along the upper till surface. Undisturbed till provides excellent foundation support pport and is not sensitive to seismic • liquefaction. Till is generally adequate for structural fill uses the moisture controlled. content is carefullyProviding Advance outwash underlies the he till. It consists primarily of stratified clean sand thin and gravel with occasionallayers of silt. It is deposited in meltwater streams or shallow lakes in front of an advan This soil is dense to very dense as a result sing glacier. by glacial ice. Advanceof being overridden and compacted outwash is with somewhat lower vertical permeability very permeable horizontally P meability as a result of the silt layering. I ' 4 . GeokV.Engmeers It is excellent for foundation support where undisturbed and confined, not susceptible to seismic li9uefaction, and it is suitable for fill in well—drained areas. Bedrock (Br): The glacial deposits underlying the site rest on bedrock Y g The bedrock is sedimentary, consistin siltstone, sandstone and g primarily of conglomerate. The bedrock is soft to hard and relatively impermeable. The Ceder River Marsh is apparently perched dire on or near the bedrock surface. ctly Flood Plain Alluvium (Qfp): This unit represents recent Cedar River alluvial deposits. It consists of clean sand and gravel overlain by thin deposits 'Iof sandy silt. Swa4 Deposits (Qso): These soils are found in and around the Cedar River Marsh in the study area. They consist primarily of organic rich and peat., silt Slope Wash and Landslide Debris (Qls): This unit occurs on the lower portions of the steep Cedar River valley wall slopes and is characterized as undifferentiated silt and sand. It consists of a reworked mixture glacial driftdeposits which may and alluvial of include lenses of gravel, chunks oftill and blocks of bedrock. The mixture of material at this location is considered to be remains of a large block of glacial the drift and bedrock that slumped down into the valley during or shortly after glacial retreat. The down cutting the Cedar River oversteepened the slopes of glacial drift and bedrock which resulted in the slumped block. GROUND WATER Ground water was not observed in the explorations conducted site by Dames & Moore (Reference No. 2). However, on. this o ground water was observed at 95 feet (approximately Elevation 150 feet) in our borings. Based on the water level observed, it is probable that some ground water feeds the Cedar River Marsh to the northeast. No spring activity was observed on the steep valley wall slopes during our reconnaissance. Since the reconnaissance was accomplished during a very dry period, spring locations P g may not have been apparent. Ground water may occur locally perched on till or silt layers within the glacial drift during periods of rainfall. • `sir:: y • - Geo4 Engineers • CONCLUSIONS GENERAL ! Our evaluation of the four geotechnical concerns identified in our scope of services is based on the currently proposed development and the current !site conditions. In our opinion, the proposed development will not impose an adverse geotechnical impact to the subject or adjacent properties to the north and east provided these concerns and the solutions to them are properly considered. Thus, we do not foresee the stability of the Cedar River valley wall being reduced by the proposed development; we expect the Cedar Riier Marsh can be preserved; and conventional methods for foundation support of proposed buildings and other structures will be adequate. Former underground coal mines nearest to the site should have no influence on the project. '! These conclusions are explained in greater detail below. CEDAR RIVER VALLEY WALL STABILITY We p�erformed slope stability analyses along a profile of the stee valley wall northeast of the p property. This profile is shown on the Site Plan (Figure 2) and Geotechnical Profile (Figure 3) , and was selected to extend approximately through the steepest portion of the slope and through a boring which was drilled by others near the crest of the slope during a previous investigation. The • purpose of the slope stability analyses is to assess the, risk of instability of the valley wall below the proposed develop— ment and to evaluate setbacks from the crest of the slope for the proposed structures and fill embankments. Details of the analyses are presented in the Appendix.ppendix. The analyses were based on simplified topography and soil and ground water information. The results -of our analyses indicate that the uppermost portion of the slope at the location of our section has a low factor of safety against sliding. Potential slides, should they occur, could extend for a horizontal distance of 25 feet southward (inland) from the crest of the steepest portion of the slope. We therefore recommend a minimum setback of 40 feet from the crest of the steepest portion of the Slope development! andplacement of P for all building p fill greater than 2 feet thick. The setback can be maintained at 25 feet at other locations where the native slope is less steep. !, 6 • . . . •Geok` Eng'neers Under a horizontal • due ground acceleration of 0. 15 t� gravity, the factor g, where .g is acceleration extend of of safety against f xte the a potential slide is such that the minimum decreases; but the crest of the steepminimum setback setbacks slope should still be of 40 feet are basedsufficient: The recommended on our observations, o an t - and on uncertainties related � expected 50 to the developmentFear project irrigation and maintenance. such life, as future landscaping, It is noteworthy that we observed during our econnaissance onlyevidence of unstable slope conditions by our Geoteconn al Profile in the immediate area of the slope traversed nearly—vertical (Figure 3). The segment observed evidence created several feet in includesve a by shallow sloughing or byheight, which could seepage. weakeninghave been p ge- j Other than this of the soils due limited area, the native slope to emerging less steep and more stable in Pe below the appearance. crest is CEDAR RICER M1R sa We understand that a stor • be installed; mwater collection features of this and disposal facility the installed; system include directings will sewer system all roof drains into the along with runoff site sl rface will be from paved areas. landscaped. The balance of any change•!to the quantity of water feedingThis design is intended to minimize n the location and topography the Cedar River Marsh. P graphy of the ased t is our opinion that only P.U.D.D site with a small respect to the marsh, it water to proportion of available replenish the marsh will avenues for system which I be affected. surface drains to the Recharge to by the which marsh should also the ground water development if continue without changes stormwater is handled as g caused that the area of planned. • roads will be potential recharge reduced It structurest our opinion insignificant by the building and geotechnical relative- to the e evaluation is mire recharge area and not necessary. further FOUNDATION SUPPORT AND EARTHWORK Based on our observations, our experience,, and it is our opinion that conventionalour review of the site are appropriate for shallow the proposed structureslounantion , retainingsystems walls, and rockeries. 7 •. t.. Y. • Geo k o Engineers Depending on the allowable bearing value appropriate for specific structures 1 foundation units can be constructed on undisturbed native soils or compacted structural fill placed over native soils. Allowable bearing values for foundation design and estimates of settle- ments based on the size and depth of embedment for footings can be derived once spec'fic loadingcriteria are established. Additional shallow explora- tions may be necessary depending on the location and configuration of the structures. I Conventional grading techniques are appropriate for the proposed development. It will be possible to use much of the near-surface soils for 1 placementland compaction as structural fill. Some of the soils are expected to be silty and, therefore, moisture sensitive. We recommend that grading occur during dry weather conditions. Cut and fill slopes can be shaped in accordance with Unified Building Code Specifications. If there is a need for steeper slopes than the code states , specific explorations and analysis will be necessary. Rockery construction in accordance with King County • standards is appropriate. In our opinion, conventional erosion control techniques will be sat factory during is- and after construction. It is important to avoid any concen- tration of surface water flow on the steep slope portion of the site. All surface water in that area should be collected and disposed of throw h a protection in-place rotect on of the closed system. Erosion g or regraded soils should be provided! by the application Where appropriate, of rockery walls, gravel blankets, and/or landscaping with shrubs such as ivy or juniper, or - seeding to establish an a P hydro appropriate grass cover. MINING ACTIVITIES We contlacted the King County Department of Building and Land Development (B.A.L.D. ) and the Washington Sta te ate Department of Natural Resources (D.N.R. ) for the locations of former mining activities near the site potential im on the proposed to evaluate any act P P P d development. King County B.A.L.D. informed us they have no record of mining near the project site. The D.N.R. presented us with information of the nearest mining efforts, located more than 1/4 mile west and southwest of the property. A letter from the Department of Natural Resources is presented in Appendix B. Based on this information, the mining 1 8 . Geor Engineers • - activities did not occur close enough t o the to warrant additional consideration g. There were,p of co anderty surrounding area operations on the site; urse, gravel mining but these were using surface mining techniques rather than construction of underground works. • USE OF THIS REPORT We have prepared this report for Mr. Al Parker and his associates, architects and engineers for their use in planning The data and report are a a portion of this project. appropriate to address the environmental, concerns identified in the scope of services, but our report, conclusi pretatilons should not be coast °ns and inter- rued as a warranty of the subsurface conditions. The design details are not completed at the time of report. As your .desi n Preparation of this g progresses, additional geotechnical consultation will be necessary and is recommended mmended to provide specific criteria for design of site improvements. If conditions are encountered during design which are • different from those which are the basis of this report, we consulted to review or modify our recommendations. be ecommendations. When the design has been finalized, we recommend that* t he final design and specifications be reviewed by. our firm to see that our recommendations have been interpreted and implemented as intended. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted racti area at the time the report was P ces in this P prepared. No other conditions, express or implied, should be understood. ° 0 o - • 9 i • Geo J Engineers We appreciate the opportunity to serve you on this Project. • If there are any questions concerning this report, please call. Respectfully submitted, GeoEngineers, Inc. I�- William R. Clevenger Project Geologist CA-) aZi/f.1-4 C Jon W. Koloski Principal WRC:JWK:da • • • • • • • • I • 10 '•Geo Engineers • REFERENCES 1. Crandall, D.R. ; Mullineaux, D.R. •' Waldron, Sequence in the Southeastern Part of the Pu Puget Lowland, Pleistocene American Journal of Science' No.v. 256, 6 g land, Washington; page 384-397; reprinted as Washington Division of Mines and Geology Reprint 2, 14 pages. 2. Dames & Moore, 1968, Report of Site Evaluation, Proposed Development, Renton, Washington for Royal Hills Developm nt Property 3. City of Renton, Aerial Survey of 1962, Kroll Map No. 371, compiled by Aerial Mapping Co. 4. John R. Ewing and Associates, March 13, 1985; Parker P.U.D. , Cover Sheet, Sheet Index. 5. Timothy J. Walsh, June 12 Wa• shington kashington State Department of Natural Resources, Letter. 6. Robert Wells and Associates, March 13 1985; Proposed Planned Unit Development of 344 Units in Renton, Washington, for Mr. C. A. Park and Partners, Drawings. er • • 11 FIGURE 1 1 LAKE wis.sN i ay-ro,4 • /1.\ . • . I 1 NO SCALE • 11 ‘\\\\\ AI \I -t-, ,,.r v T ~4R G e N/ 1.,,• oild . •i• '... 1-1./, Y • � p_i �}.`( ' ''�1 • N 1 1...4...S 5Lyp. I FuG og, • A 1 J. D { gi Z. G R1 1 / mtv1/4i .=1&4° r f....7. ../.. 1 1 GeoEngineers Inc. I. VICINITY MAP • \\\ FIGURE' ?• ) I It 5R ■ s�,, asp f�:iIz ■9� 6 TP •P�EDAl • /ry I _ s \ -^ 15 �5 / • ■ \-1'P-19`�?'s Qlp TP-Z Igl � ` l 15o'J/� / _ \OEDAR RIVER • /TP-I I`•'may ••T !/ 1 1� .\ I AI -_... -NMARSH 1 r— lti-�` 1 ` , l_ J GIs - =4} Ir l� • PROPOSED \ �; til % i� �f' = .:Oso.'� rr- • III1� lT`s rkEp-1 . \ 17\ \ 1 PARKING 11 _Frio qa 1 / • --• _ '..- • '==.;A,� 1 \ 1 AREAS �. �--z<. 1 l _ ?� -0- 1 • ;ram; i y U N. 9-� \ V. .'"S..S ,‘.,....\\\N\\\ W'� �� ' St ek\4.511 ‘..\. .., 125 Og %\.\ i \ ' cl.'`.--. Cli N''....---",----— AL-\ 2..5.. 5 ` 4 s Qd \ z `- 100 1 r_ra wZ 1 cri • ( 0O: •E'-� • �1 Ih IL . . % f MP .ET: \• 4-3 . 1113 Qg R .\ yv I 1 119 TEST OCR 14G LOCATION AND '\`L\ N. WADER DONE BY GCOEnGINEERS, • \ INC. ,� ■ Q a y-17 I•TEST BORING LOCATION AND NUMBER 1 � \ 4'zz DONE eT DAMES E AR)ORE , ` II qS-1� TEST PIT LOCATION AND NUMBER \ y_Zr DONE BY OAMES L NOOSE \ ]t Op ALLUVIAL TERRACE GRANGE 4a TILL AND ADVANCE DUIMASM • \\ `_ 41s sLOPcw+sx Qao _ Qeo Sw7J•.P DONISIIS HILLS 80. V Qlp nru[Ru Fungi.Fungi.PLANT g swim 1UVl Q -t 4,90 0 Too RBD QLO O ° SCALE IN FEET I REFERENCES: 1 I) .CITY OF RENIO:. - ACRIAL SORVET OF ME.. RROLL AAI•R.O. 171, NOTE: THE GEOLOGIC CONTACTS SNOw11 0:. COMPILED BT RCP I.:L nG.'P I:,C CO. THE SITE PLAN ARE OASCO Os ))••PARP.(R P.U.O. - C.7•;IR SMEE1. SKr? INOER••, PRCPARLU RT INT(RPOLATIOII 1EI0 G 1EN DIOEL• BT JN R. ENIr:G AN)ASSOCIATES. GAUD 1-11-05. SPACED LAPLORAIIONS AND SNORED - BE CONSIDERED IO BE APPRORIY.AIf. - 1)OAAES 1 MOORE, 11611, "REPORT 7, SIIE EVALUATION. PROPOSED • PROPrRT, CEVELGR.'ENT, REl.lf•.. •ASMI•IGION., PLATE I. 1 GeoEngineers Inc, SITE PLAN A • F l f.L:?=- 3 • • •• 400 O Cv A r . z 0 400 EE co . F 300 CEDAR RIVER Iw • Q0 I MARSH CEDAR RIVER z I 300 F to z I Di 0 200 Qd t— z > j If �' ? ! I 200 0 u r-Ols i Foo '\ { J al Br -1 �_ W � Qso Qis 100 .` Ofp 0 ? ?,• KEY: 0 Clip- MODERN FLOOD PLAIN ALLUVIUM: CLEAN SAND AND GRAVEL WITH COOBLCS OVERLAIN BY SANDY SILT. Q BO- SWAMP DEPOSITS: ORGANIC RICH SILT AND PEAT. NOTES: 8- SLOPEWASH AND LANDSLIDE DEBRIS: UNDIFFERENTIATED SILL AND SAND MIXTURE OF GLACIAL DRIFTI) HORIZONTAL SCALE: I. = 200' OF BEDROCK AND LENSES OF AND ALLUVIAL DEPOSITS AND CMUIII:S, BLOCKS VERTICAL SCALE: I. DRAINAGE. GRAVEL, HIGHLY VARIABLE DENSITY AND ' 100' QD-.ALLUVIAL TERRACE GRAVEL: CLEAN SANDY GRAVEL AND GRAVELLY SAND, • 2) THE SU05URFACE CONDITIONS SHCNN ON THE PROFILE ARE BASED ON INTERPOLATION BETWEEN WIDELY SPACED MODERATELY LOOSE TO MODERATELY DENSE, GOOD DRAINAGE. EXCELLENT EXPLORATIONS AND SHOULD BE COti51DEREO TO BE SOURCE OF FILL GOOD FOUNDATION SUPPORT. ^P:R OXIi:A 7E. Qd•- GLACIAL DRIFT: PRIMARILY SAND, SILTY SAND AND SANDY GRAVEL OUT WITH SILT LAYERS, FAIR DRAINAGE, EXCELLENT FOUNDATION SUPPORT. • SUITABLE FOR FILL IN NELL-DRAINED AREAS. Br - BEDROCK: SOFT TO MEDIUM HARD SANDSTONE, SILTSTONE AND CONGLOMERATE. GeoEngineers Inc, GEOTECHNICAL PROFILE • - Geo k o Eng veers • APPENDIX A • GEOLOGIC DATA COMPILATION AND ANALYSIS METHODS FIELD EXPLORATIONS Thei soil and ground water conditions near the-northeasterly steep slop were explored by drilling one boring at the location shown in Figure 2e • This boning was drilled to supplement data obtained by others during a previous investigation in order to refine our slope stability analysis. The boring was drilled to a depth -of 107 feet below the ground surface using a truck-mounted, continuous flight, hollow-stem auger drill. Representative samples were obtained at approximately 10 feet intervals using a hea split-barrel sampler. The sampler was drivenvy-duty, into the soil a distance of 18 inches using a 250-pound hammer tree-falling 30 inches. Soils were classified in general accordance with the Unified Soil Classification system described in Figure A-1. The boring was continuously logged by a geotechnical engineer from our firm who obtained the samples and observed subsurface and ground water conditions. A log of the boring is presented in Figures A-2 through A-4. The exploration log is based on our interpretation of the data and indicate the various field and laboratory so ls the depths at which the soils or theircharacteristiered. It also indicates characteristics changed, although the change may actually be •gradual, If a change occurred between samples in the boring, iti was interpreted. Our representative selected the boring location and surveyed its . position in the field by pacing from existing landmarks shown on a plan provided tbo us by Robert Wells &' Associates (see References). The boring location should be considered accurate only to the degree b implied method used. P y the • Observation wells were installed to 13-1/2 feet and 107 feet to allow measurement of subsurface water levels following drilling. The results of the water level readings are included on the boring log. • • A - 1 Geo Engineers • . LABORATORY TESTING The samples obtained from the boring were brought to our laboratory for further examination and testing. Selected samples were tested to determine their moisture content and dry density. The results of the moisture and density tests are presented to the left of the corresponding sample notations on the boring log. RECONNAISSANCE Field reconnaissance was conducted three times during June through August 1985. Mr. Jerry Lind of the City of Renton accompanied our geologist on June 13, to examine the Cedar River Marsh area. The PUD site and u er slope areas were examined on July 3 1985 bypp our geologist and field engineer planned and located the geologists.boring On August 18, ing site. SLOPE STABILITY ANALYSES We eialuated the potential for deep-seated sliding of the hillside with • the aid of a computer program (STABL) , which allows empirical analyses of shear surfaces of general shapes. The program is based on Carter's Method. Critical failure surfaces are generated using pseudo-random techniques. input parameters include slope topography, cThe earthquake acceleration coefficients, and building r orlvels, soil strengths, g other surcharge loads at the top of the slope. Topography and soil conditions assumed in our • analyses are as shown in the Profile, Figure 3. Strengths of the various soil layers modeled in our analyses are based on our experience with similar soils in the Puget Sound area and laboratory testing. The building load at the top of ' the slope was approximated by assuming a 50-foot-wide area having a uniform loading of 300 pounds per square foot. We assumed structural fills constructed near the crest of the slope to be 5 feet high. • • • A - 2 . I . _BORING LOG AND SAMPLE DATA 'Y 1 1 ""mi_ H- 1 DRIVEN SAMP — BLOWS REQUIRED TO DRIVE SAMPLER ONE FOOT OR INDICATED PENETRATION USING POUND HAMMER MOISTURE FALLING INCHES ' CONTENT ".PI` INDICATES SAMPLER PUSHED WITH WEIGHT OF HAMMER 28 11 . 20 111 ■ INDICATES LOCATION OF UNDISTURBED SAMPLE DRY DENSITY . ® INDICATES LOCATION OF• DISTURBED SAMPLE IN PCF 1 0 INDICATES LOCATION OF •SAMPLING ATTEMPT WITH NO RECOVERY GRAPHIC LOG OTHER TYPES OF SAMPLES SM LETTER ,SYMBOL SOIL TYPE IINDICATES LOCATION OF THIN WALL DISTINCT COtJT�;CT P!ITCHER, OR OTHER TYPES OF SAMPLES (SEE TEXT) BETWEEN SOIL STRATA • GRADUAL CHANGE BETWEEN SOIL STRATA BOTTOM OF BORING UNIFIED SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS I LETTER SYMBOL DESCRIPTIONS GRAVEL COARSE AND CLEAN GRAVELS GW 1 4LL-GRADED! LITTLE, R VEL_y� GRAVELLY ! °IzEs. LITTLE >a F;fS GRAINED '' SOILS I 'LI E No `1'fs, GP I POORLY-GRApEO GRAVELS, GF VEL- SOILS SA+D KIXTLRES, L:TTLF pR FIIES K 71AN SC GRAVELS ff CLAWFRAC- GM SILTY GRAVELS, GRAVEL-SAND-SILT la+PRAIFR WITH FINES • KIX LRES ON ro.4 SIEtif iAPPRECIABLE MOUNT CF FlrE51 GC i CLAYLTIURCSRAVLL GS, GRAVEL-SAKO.S ILT KIE SAND AND CLEAN SANDS SW I •ELL GRADED S SANDS. S. GRAVELLY As, SANDY SOILS LITTLE O7 NOFITES ILITTLE C moRE TK4V SOY: 7i NO FINES) 6 lTERNAL IS SP PoORLY-GRApED SyIlE GRAVELLY SAMS, LL!! E NA C. IoRE TWW SOY LITTLE �+ro F s 2C0 SIEVE 512E CF COARSE Fes- SANDS +rC. ariln PA �` WITH FINES SILTY SANoS. suo-SILT wIxTURES I tAPPRECIA8lE A�OL/.Ti HIES) SC CLAYEY SANDS. SAND-CLAY MIXT.RES • FINE SILTS ML IroRGA Ic SILTS, Aro VERY FIrE SVDs. ROCK FLOUR SILTY OR CLAYEY FIRE GRAINED AND LIQUID LIMIT PLASTIC1TYLA SILTS*INSLIGHT SOILS CLAYS LESS THAN 50 • UG CL RGANIC CLAYS 6 LOw To FEpILN PLASTICITY. GRAVELLY CLAYS. Senor CLAYS. SILTY CLAYS. LEAN CLAYS • OL MANIC SILTS AND ORGANIC SILTY CLAYS IF LOw PLASTICITY KRE -RAN Sox SILTS ME • INORGANICSILTS. RICACEO(b DRM1ATO- RRCF ITw INsa- AND LIQUID LIMIT IND MAcaous FllE SAND OR SILTY SOILS zposlEVE SIZE GREATER CLAYS THAN 50 MN mu. R(.ANTIC CLAYS tF HIGH PLASTICITY FAT CLAYS • OH ORG.wIC Curs cr I'EOILM TO KICK PLASTICITY. ORGAtt1C SILTS HIGHLY ORGANIC SOILS • PT PEAT. hums. ScrAA SOILS 1ITK KIG OTC.ANIC CEMENTS NOTE1 MAL SYNEOLS INLICATE St:MERLINE SOIL CLASSIFICATION UNIFIED SOIL CLASSIFICATION SYSTEM GeoEngineers Inc. • AND KEY TO SAMPLE DATA . BORING NO. 1 *GRAPHIC 0 *TEST DATA LOG DESCRIPTION GP GRAYISH-BROWN SANDY GRAVEL WITH COBBLES AND BOULDERS (MEDIUM DENSE TO DENSE,. MOIST) ® I I 5 i i - • j SM GRAY SILTY FINE TO MEDIUM SAND WITH A TRACE ' 10- OF GRAVEL (VERY DENSE, MOIST) (TILL) i I i 60 i 10 . 7`: 118 ■ 15 i 20 - I 57 - i 9 . 5 126 ■ J/ i 25 - SP GRAY FINE SAND WITH SILT (DENSE, MOIST) SM I 30 - I . 43 8 . 61 104 ■ 35 -- 40 - *SEE KEY FOR EXPLANATION OF SY141101,S 1 GeoEngineersE� Inc. LOG OF EXPLORATION I . 1 . BORING NO. 1 (CONTINUED) *GRAPHIC 40 TEST DATA LOG DESCRIPTION - • 53 6 . 3% 104 ■ • 45 .• I SP GRAY FINE SAND DENSE, u. 50 (VERY DENSE, MOIST) j 70 F. 4 Q% 96 55 i , i 1 t / • • 60 GP GRAY SANDY GRAVEL 'WITH COBBLES AND BOULDERS(VERY DENSE, MOIST) E 61 2 . 6% 126 • 65 f I • 70 52 1 . 8% 138 a 75 i • 80 SPGRAY SAND WITH GRAVEL (VERY DENSE, MOIST) i f *SEE KEY FOR EXPLANATION OF SY1•901.S . GeoEngineers Inc. LOG, OF EXPLORATION i i ' . . I ' n IL BORING NO. 1 (CONTINUED) *G'ZAP H1C (TEST DATA LOG 80 I DESCRIPTION • 64 4i 9% 120 in 85 1 I • GP BROWNISH-GRAY TO REDDISH-BROWN GRAVEL WITH;'= I SAND AND SOME COBBLES AND BOULDERS (VERY 90 • . - DENSE, MOIST TO WET) t 53 _. 6 .13 129 ■ 95 _ 100 — 40 37 . 5% 83 ■ ML DARK GRAY SILTSTONE (HARD TO VERY HARD, WET) 105 — 50 i 6" ■ BORING COMPLETED AT 107 FEET ON 8/ 19/85 110 -- PIEZOMETER INSTALLED TO 132 FEET ON 107 FEET • WATER LEVEL AT 98 FEET ON 8/ 19/85 AND j 95 FEET ON 8/23/85 1 • 1 t 1 ' 1 *SEE KEY FOR EXPLANATION OF SY*+ROLS GeoEngineers Inc. LOG OF EXPLORATION Is- i t (� ) OCHICAGO 'TITLE INSURANCE COMPANY 1800 COLUMBIA CENTER, 701 5TH AVE, SEATTLE, WASHINGTON 98104 Order No.: 489658 Unit: U-10 Property Address:WASHINGTON Your No.: sUTKO P DICK BUTCO C%1'_ P.O. BOX 3266 U,� ✓Ak, DEVELOPMENT PLANNING FEDERAL WAY, WASHINGTON 98063 01' �`,' ." . . I' • CITY OF RENTON dciN 0 Attn: 2/2 C:C=N. �,g� JUL 151999 RECEIVED Enclosed are your materials for the above transaction. If you have any questions regarding these materials, please contacd us. Thank you for'his opportunity to serve you. UNIT 10 - YOUR COMPLETE BUILDER/DEVELOPER SERVICE CENTER. WE HAVE EXPANDED TO SERVE ALL YOUR TITLE INSURANCE NEEDS RELATED TO LAND ACQUISITION, DEVELOPMENT FINANCING AND PROPERTY SUBDIVISION. MIKE HARRIS TITLE OFFICER (206) 628-5623 (E-MAIL: HARRISMI@CTT.COM) KEITH EISENBREY TITLE OFFICER (206) 628-8377 (E-MAIL: EISENBREYK@CTT.COM) STEVE KINSELLA CONDO COORDINATOR (206) 628-5614 j (E-MAIL: KINSELLAS@CTT.COM) CHRIS JOHANSON SENIOR TITLE EXAMINER BOB ELOEDEL SENIOR TITLE EXAMINER FAX NUMBER: (206) 628-9738 ** EXCISE TAX CHANGES ** ** EXCISE TAX CHANGES ** ** EXCISE TAX CHANGES ** City of Kent's excise tax rate is increasing to 1.78% for documents dated October 5, 11998 or later. The old rate of 1.53% will continue to apply to documents dated prior to October 5, 1998. CHICAGO TITLE INSURANCE COMPANY nrLET/10-17.91/SC © CHICAGO TITLE INSURANCE COMPANY 1800 COLUMBIA CENTER, 701 5TH AVE SEATTLE, WA 98104 Order No.: 489658 Your No.: BUTKO Loan No.: Unit No.: 10 SUPPLEMENTAL COMMITMENT #2 , ORDER REFERENCE INFORMATION SUPPLEMENTAL NUMBER 2 SELLER: PURCHASER/BORROWER: GENERAL ACCEPTANCE CORPORATION LOAN NUMBER: PROPERTY ADDRESS: WASHINGTON Our Title Commitment dated 10/16/97 at 8 :00 A.M. is supplemented as follows: AK THERE HAS BEEN NO CHANGE IN THIS COMMITMENT SINCE JUNE 4, 1998, THE DATE OF THE SUPPLEMENTAL NO. 1, EXCEPT THE MATTERS NOTED HEREINABOVE. AL SEPTEMBER 15, 1998 AUTHORIZED BY: KEITH EISENBREY AM NOTE: THE FOLLOWING PARTIES HAVE BEEN SENT A COPY OF THIS SUPPLEMENTAL COMMITMENT: DICK BUTCO 2/2 CENTRE POINTE SURVEYING NORM LARSON 1/1 • CHICAGO 1111E INSURANCE COMPANY SUPPLCOM/11-2-90/Ex HICAGO TITLE INSURANCE COMP. S _ 1800 COLUMBIA CENTER, 701 5TH AVE SEATTLE, WA 98104 OrderNo.: 489658 CONDOMINIUM CERTIFICATE Certificate for Filing Proposed Condominium: In the matter of the condominium submitted for your approval,this Company has examined the records of the County Auditor and County Clerk of KING County,Washington,and the records of the Clerk of the United States Courts holding terms in said County,and from such examination hereby certifies that the title to the following described Iand situate in said KING County,to-wit: SEE SCHEDULE A(NEXT PAGE) VESTED IN: GENERAL ACCEPTANCE CORPORATION, A WASHINGTON CORPORATION EXCEPTIONS: SEE SCHEDULE B ATTACHED CHARGE: $2 0 0.0 0 TAX: $ 17.60 I . Records examined to October 16, 1997 at 8:00 A.M. CHICAGO TITLE INSURANCE COMPANY By MIKE HARRIS/CHRIS JOHANSON Title Officer CNPtATA/114A0/F7c i . CHICAGO TITLE INSURANCE COMP/ CONDOMINIUM CERTIFICATE Order No. 489658 SCHEDULE A (Continued) LEGAL DESCRIPTION THAT PORTION OF SECTION 21, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH LINE OF SAID SECTION A DISTANCE OF 1000 FEET WEST OF THE WEST LINE OF GOVERNMENT LOT 4 IN SAID SECTION; THENCE SOUTHEASTERLY 1121.85 FEET TO A POINT 940 FEET SOUTH OF SAID NORTH LINE OF SAID SECTION AND 380 FEET WEST OF SAID WEST LINE OF GOVERNMENT LOT 4; THENCE SOUTHEASTERLY 466.77 FEET TO THE POINT OF OF SAID INTERSECTION WEST LINE OF GOVERNMENT LOT 4 WITH A LINE 187.5 FEET SOUTHERLY OF TEM NORTHERLY MARGIN OF THE BONNEVILLE POWER ADMINISTRATION MAPLE VALLEY LOOP NORTH LINE, AS MEASURED PERPENDICULAR FROM SAID MARGIN; THENCE SOUTH 80°23'40" EAST (SOUTH 80°10'30" EAST) , PARALLEL TO SAID MARGIN, 634.26 FEET; THENCE SOUTH 32°17'10" EAST (SOUTH 32°04' 00" EAST) , PARALLEL TO SAID MARGIN, 248.67 FEET TO THE WESTERLY MARGIN OF THE CITY OF SEATTLE-MERCER ISLAND P' OF WAY AS CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE - 190 LINE RIGHT THENCE SOUTHERLY, ALONG SAID MARGIN TOTHE F NUMBER 4 8 6_9 0; THE POINT OF INTERSECTION W/TH THE SOUTHWESTERLY MARGIN OF BONNEVILLE POWER ADMINISTRATION ROCKY REACH-MAPLE NO. 1 TRANSMISSION LINE; VALLEY • THENCE NORTH 32°17'10" WEST (NORTH 32°04' 00" WEST THENCE NORTH 80°23'40" WEST (NORTH 80°10'3 �� WEST) , ALONG SAID MARGIN, 502.75 •rrET; TO THE NORTHEAST Y 0 WEST) , ALONG SAID MARGIN, 1648.18 FEET ERL_ MARGIN OF SOUTHEAST ROYAL HILLS DRIVE AS CONVEYED TO THE CITY OF KENT UNDER RECORDING NUMBER 7502070394; THENCE WESTERLY, ALONG SAID MARGIN, TO A POINT WHICH BEARS SOUTH 09°30' 00 FROM A POINT ON THE NORTH LINE OF SAID SECTION WHICH IS 638.89 FEET "FEAST NORTHWEST CORNER OF SAID SECTION, AS MEASUREDEAST O_ THE ALONG SAID NORTH LINE; THENCE • NORTH 09°30' 00" WEST 1475.83 FEET TO SAID POINT ON THE NORTH LINE OF SAID SECTION 21; THENCE EASTERLY, ALONG SAID NORTH LINE, 1014.54 FEET TO TEE TRUE POINT OF BEGINNING; TOGETHER WITH THE FOLLOWING DESCRIBED PARCEL: BEGINNING AT A POINT ON THE WEST LINE OF SAID SECTION A DISTANCE OF 1265.40 FEET SOUTH OF THE NORTHWEST CORNER THEREOF; THENCE SOUTH 34°54'30" EAST 940 FEET TO THE SOUTHERLY MARGIN OF SAID SOUTHEAST ROYAL HILLS DRIVE AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 34°54'30" EAST 55 FEET TO THE SOUTHERLY MARGIN OF BONNEVILLE POWER ADMINISTRATION ROCKY REACH-MAPLE VALLEY NO. TRANSMISSION LINE; THENCE NORTH 54°24'00" EAST, ALONG SAID MARGIN, 830 FEET TO THE SOUTHERLY MARGIN OF SAID SOUTHEAST ROYAL HILLS DRIVE; THENCE WESTERLY AND SOUTHERLY ALONG SAID MARGIN, TO THE TRUE POINT OF BEGINNING. CHICAGO TITLE INSURANCE COMPANY 1 • CHICAGO TITLE INSURANCE COMPANY OrderNo.: 489658 CONDOMINIUM CERTIFICATE • SCHEDULE B This policy does not insure against loss or damage by reason of the following exceptions: GENERAL EXCEPTIONS: I A. Defects,liens,encumbrances,adverse claims or other matters,if any,created,first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. B. Rights or claims of parties in possession not shown by the public records. C. Encroachments,overlaps,boundary line disputes,and any other matters which would be disclosed by an accurate survey and inspection of the premises. D. Easements or claims of easements not shown by the public records. E. Any lien,or right to lien,for contributions to employee benefit funds,or for state workers'compensation,or for services,labor,or material heretofore or hereafter furnished,all as imposed by law,and not shown by the public records. F. Liens under the Workmen's Compensation Act not shown by the public records. G. Any service,installation,connection,maintenance or construction charges for sewer,water,electricity or garbage removal. H. General taxes not now payable;matters relating to special assessments and special levies,if any,preceding or in the same becoming a lien. I. Reservations or exceptions in patents or in Acts authorizing the issuance thereof; Indian tribal codes or regulations,Indian treaty or aboriginal rights, including easements or equitable servitudes. J. Water rights,claims,or title to water. K. THIS REPORT IS ISSUED AND ACCEYIhD UPON THE UNDERSTANDING THAT THE LIABILITY OF THE COMPANY SHALL NOT EXCEED ONE THOUSAND DOLLARS($1000.00). CHICAGO TITLE INSURANCE COMPANY CNPIATB HICAGO TITLE INSURANCE COMPI Order No: 489658 CONDOMINIUM CERTIFICATE SCHEDULE B (Continued) EXCEPTIONS A 1. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: INGRESS AND EGRESS AND FOR THE CONSTRUCTION, MAINTENANCE AND REPAIR OF A PLAYGROUND WITH SUITABLE PLAYGROUND AND RECREATIONAL EQUIPMENT AND FACILITIES AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: AUGUST 29, 1968 RECORDING NUMBER: 6399529 s • 2. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND POWER & LIGHT COMPANY, A MASSACHUSETTS CORPORATION PURPOSE: RIGHT OF WAY FOR POWER TRANSMISSION LINE AREA AFFECTED: WESTERLY PORTION OF SAID PREMISES RECORDED: OCTOBER 16, 1944 RECORDING NUMBER: 3421696 • 3 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND POWER & LIGHT COMPANY, A MASSACHUSETTS CORPORATION PURPOSE: RIGHT OF WAY FOR POWER TRANSMISSION LINE AREA AFFECTED: NORTHWESTERLY PORTION OF SAID PREMISES RECORDED: OCTOBER 16, 1944 • RECORDING NUMBER: 3421697 D 4. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: DEFENSE PLANT CORPORATION, A CORPORATION PURPOSE: EASEMENT AND RIGHT OF WAY FOR ONE OR MORE ELECTRIC POWER TRANSMISSION LINES AREA AFFECTED: A STRIP OF LAND 200 FEET IN WIDTH, THE BOUNDARIES THEREOF BEING 62.5 FEET NORTHERLY FROM AND 137.5 FEET SOUTHERLY FROM, AND PARALLEL TO THE SURVEY LINE CHICAGO TITLE INSURANCE COMPANY IMAGO TITLE INSURANCE COMPA. Order No.: 489658 CONDOMINIUM CERTIFICATE SCHEDULE B (Continued) EXCEPTIONS OF THE RELOCATED DIABLO-SEATTLE TRANSMISSION LINE AS NOW STAKED ON THE GROUND, DESCRIBED AS FOLLOWS: BEGINNING AT SURVEY STATION 200+70.4 A POINT ON TE2 NORTH LINE OF SECTION 21, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY,• WASHINGTON, SIAD POINT BEING NORTH 88°59' WEST A DISTANCE OF 2888.8 FEET 1 FROM THE NORTHEAST CORNER OF SAID SECTION 21, THENCE SOUTH 52°02' WEST A DISTANCE OF 167.1 FEET TO SURVEY STATION 202+37.5, THENCE SOUTH 71°04' WEST A DISTANCE OF 2447.8 FEET TO SURVEY STATION 226+85.3 A POINT ON TIE WEST LINE OF SAID SECTION 21, A DISTANCE. OF 940.0 FEET FROM THE NORTHWEST CORNER OF SAID SECTION 21 RECORDED: NOVEMMBER 24, 1944 RECORDING NUMBER: 3430508 1 SAID INSTRUMENT GIVEN TO CORRECT INSTRUMENT EXECUTED BY THE GRANTOR TO THE GRANTEE ON SEPTEMBER 21, 1943, RECORDED OCTOBER 9, 1943, UNDER RECORDING NUMBER 3340732. F 5. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: • 1 1 GRANTEE: DEFENSE PLANT CORPORATION, A CORPORATION PURPOSE: RIGHT OF WAY FOR ACCESS ROAD AREA AFFECTED: PORTIONS OF SAID PREMISES 14 FEET IN WIDTH RECORDED: NOVEMBER 27, 1944 RECORDING NUMBER: 3431137 c SAID EASEMENT IS A RE-RECORDING OF EASEMENT RECORDED UNDER RECORDING NUMBER 3430506. TITLE TO THE DOMINANT TENEMENT UNDER THE EASEMENTS HAS BEEN TRANSFERRED TO THE CITY OF SEATTLE BY INSTRUMENT DATED JULY 16, 1940, EXECUTED BY RECONSTRUCTION FINANCE CORPORATION, A UNITED STATES OF AMERICA CORPORATION, SUCCESSOR IN INTEREST OF DEFENSE PLANT CORPORATION, A CORPORATION CREATED BY ACT OF CONGRESS APPROVED JANUARY 22, 1932, AS CHICAGO TITLE INSURANCE COMPANY HICAGO TITLE INSURANCE COMP/ " • CONDOMINIUM CERTIFICATE Order No.: 489658 SCHEDULE B (Continued) EXCEPTIONS AMENDED, AND RECORDED MARCH 10, 1947, UNDER RECORDING NUMBER 3664560. S 6. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE. UNITED STATES OF AMERICA PURPOSE: ACCESS ROAD 14 FEET IN WIDTH, WITH SUCH ADDITIONAL WIDTHS AS ARE NECESSARY FOR • CUTS, FILLS AND TURNOUTS AND FOR CURVES AT ANGLE POINT AREA AFFECTED: PORTION OF SAID PREMISES RECORDED: APRIL 20, 1961 RECORDING NUMBER: 5274901 `T 7. EASEMENT, CONDEM NED IN UNITED STATES DISTRICT COURT AND THE TERMS AND CONDITIONS THEREOF: IN FAVOP, OF: UNITED STATES OF AMERICA PURPOSE: AREA AFFECTED: ELECTRIC POWER TRANSMISSION FACILITIES PORTION OF SAID PREMISES CAUSE NUMBER: 4858 x 8. ;EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: CASCADE SEWER DISTRICT, A MUNICIPAL CORPORATION URPOSE: SEWERS AND SLOPES AREA AFFECTED: PORTIONS OF SAID PREMISES RECORDED: NOVEMBER 14, 1963 RECORDING NUMBER: 5664763 • 9. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: CASCADE SEWER DISTRICT, A MUNICIPAL CORPORATION PURPOSE: SEWERS AREA AFFECTED: SOUTHERLY PORTION OF SAID PREMISES RECORDED: NOVEMBER 14, 1963 RECORDING NUMBER: 5664764 • CHICAGO TITLE INSURANCE COMPANY HICAGO TITLE INSURANCE COMPS ' Order No.: 489658 CONDOMINIUM CERTIFICATE SCHEDULE B (Continued) EXCEPTIONS rt 10. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: OLYMPIC PIPELINE COMPANY PURPOSE: • PIPE LINE • AREA AFFECTED: OVER THE NORTHWEST QUARTER OF SAID SECTION 21 RECORDED: MAY 5, 1964 RECORDING NUMBER: 5731998 a 11.• EAS EM.z'NT AND TH..,F / TERMS AND CONDITIONS THEREOF: GRANTEE: OLYMPIC PIPE LINE COMPANY, A DELAWARE CORPORATION PURPOSE: CONSTRUCTION, MAINTENANCE, OPERATION, REPAIR, REPLACEMENT, CHANGING THE SIZE OF, AND REMOVAL IN WHOLE OR IN PART, A PIPE LINE AREA AFFECTED: A PORTION OF SAID PREMISES ScS RECORDING NUMBER; MAY 10, 1973 7305100461 o 12. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: THE CITY OF RENTON, A MUNICIPAL CORPORATION URPOSE: PUBLIC UTILITIES AND THEIR APPURTENANCES AND ACCESS AND MAINTENANCE AREA AFFECTED: UNDETERMINABLE PORTION OF SAID PREMISES AND OTHER LANDS RECORDED: DECEMBER 9, 1974 RECORDING NUMBER: 7412090511 p 13. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: CITY OF RENTON PURPOSE: A NON-EXCLUSIVE RECREATIONAL EASEMENT AREA AFFECTED: SOUTHERLY PORTION OF SAID PREMISES RECORDED: JUNE 17, 1987 RECORDING NUMBER: 8706171394 • CHICAGO TITLE INSURANCE COMPANY CAGO TITLE INSURANCE COMPJ. Order No.: 489658 CONDOMINIUM CERTIFICATE SCHEDULE B (Continued) EXCEPTIONS 4 14. EASEMENT AND THE •TERMS AND CONDITIONS THEREOF: GRANTEE' CITY OF RENTON, A MUNICIPAL CORPORATION PURPOSE: PUBLIC UTILITIES AREA AFFECTED: NORTHERLY PORTION OF SAID PREMISES RECORDED: FEBRUARY 11,RECORDING NUMBER: 1988 8802110613 15. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTE... CITY OF RENTON, A MUNICIPAL CORPORATION PURPOSE: PUBLIC UTILITIES AREA AFFECTED: WESTERLY PORTION OF SAID PREMISES RECORDED: FEBRUARY 11, 1988 RECORDING NUMBER: 8802 11 0614 x 16. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: SPRINT SPECTRUM L.P. , A DELAWARE LIMITED PARTNERSHIP PURPOSE: UTILITIES • AREA AFFECTED: STRIP OF LAND 10 FEET IN WIDTH • DESCRIBED IN SAID INSTRUMENT RECORDED: MAY 23, 1997 RECORDING NUMBER: 9705230816 s 17. RESERVATIONS CONTAINED IN DEED: EXECUTED BY: NORTHERN PACIFIC RAILWAY COMPANY, A WISCONSIN CORPORATION . RECORDED: DECEMBER 23, 1957 • RECORDING NUMBER: 4860385 • 18. RESERVATION CONTAINED IN PATENT FROM THE UNITED STATES OF AMERICA TO NORTHERN PACIFIC RAILROAD COMPANY, RECORDED FEBRUARY 10, 1896, UNDER RECORDING NUMBER 146053, EXCLUDING AND EXCEPTING "ALL MINERAL LANDS" SHOULD ANY SUCH BE FOUND, BUT THIS EXCLUSION AND EXCEPTION ACCORDING TO li CHICAGO TITLE INSURANCE COMPANY IMAGO TITLE INSURANCE COMP/. • CONDOMINIUM CERTIFICAZE Order No.: 489658 SCHEDULE B (Continued) EXCEPTIONS THE TERMS OF THE STATUTE SHALL NOT BE CONSTRUED TO INCLUDE COAL AND IRON LANDS. v 19. EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED: • FROM: NORTHERN PACIFIC RAILWAY FOUNDATION, A CHARITABLE CORPORATION OF THE STATE OF MINNESOTA RECORDED: SEPTEMBER 28, 1962 RECORDING NUMBER: 5485765 AS FOLLOWS: A MATERIAL CONSIDERATION FOR THIS CONVEYANCE, WITHOUT WHICH IT WOULD NOT BE MADE, IS THE AGREEMENT BY THE GRANTEE, SIGNS, THAT NONE OF THE PROPERTY WILLRANTE..., ITS SUCCESSORS OR OTHER THAN RESIDENTIAL USE, AND THAT COMMERCIALDEVOTED USEST INDUSTRIALLB RESTRICTED TO THOSE NORMALLY INCIDENT TO A RESIDENTIAL E WILL BE RESTI?ICTSD ESTABLISHMENTS. y'O"T''T1a i1 AREA SUCH AS RETAIL v 20. EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED: LI'-ROM: NORTHERN PA CIFIC RAILWAY FOUNDATION, A CHARITABLE CORPORATION OF THE STATE OF MINNESOTA RECORDED: NOVEMBER 15, RECORDING NUMBER: 1963 5665203 AS FOLLOWS: A MATERIAL CONSIDERATION FOR THIS CONVEYANCE, WITHOUT WHICH I'T WOULD NOT BE MADE, IS THE AGREEMENT BY THE GRANTEE, ITS SUCCESSORS OR ASSIGNS, THAT NONE OF THE PROPERTY WILL BE DEVOTED TO INDUSTRIAL PURPOSES OTHER THAN RESIDENTIAL USE, AND THAT COMMERCIAL USES WILL BE RESTRICTED TO THOSE NORMALLY INCIDENT TO A RESIDENTIAL AREA SUCH AS.RETAIL EiSTABLISHMENTS. w 21. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: THE CITY OF SE_ATTLE, A MUNICIPAL CORPORATION OF THE STATE OF WASHINGTON AND: OLYMPIC PIPE LINE COMPANY, A DELAWARE CORPORATION RECOILED. FEBRUARY 14, RECORDING NUMBER: 1975 REGARDING. 7502140608 LIQUID PETROLEUM PRODUCTS PIPE LINE TO THE RECORD OF WHICH REFERENCE IS HEREBY CHICAGO TITLE INSURANCE COMPANY HICAGO TITLE INSURANCE COMP. CONDOMITTIUMCERT'IFICATE• OrderNo.: 489658 SCHEDULE B (Continued) EXCEPTIONS MADE FOR FULL PARTICULARS. CITY OF SEATTLE'S ELECTRICAL TRANSMISSION LINE • CORRIDOR KNOWN AS RENTON RELOCATION RIGHT OF WAY Y 22. GENERERAL, AND SPECIAL TAXES GIN F AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES) : YEAR: 1997 TAX ACCOUNT NUMBER: 212305-9068-03 LEVY CODE: 2100 ASSESSED VALUE-LAND: ASSESSED VALUE-IMPROVEMENTS: $ 207,300.00 $ 00.00 GENERAL & SPECIAL TAXES: BILLED: $2, 877.10 • PAID: $1,438.55 UNPAID: $1,438.55 z NOTE' 1: EFFECTIVE JANUARY 1, 1997, DOCUMENT FORMAT AND CONTENT REQUIREMENTS HAVE BEEN IMPOSED BY WASHINGTON • � LAW. FAILURE TO COMPLY WITH THE FOLLOWING REQ UIREMENTS MAY RESULT IN REJECTION OF THE DOCUMENT BY THE COUNTY RECORDER. FIRST PAGE OR COVER SHEET: 3" TOP MARGIN CONTAINING NOTHING EXCEPT THE RETURN ADDRESS. 1" SIDE AND BOTTOM MARGINS CONTAINING NO. MARKINGS OR SEALS. TITLE(S) OF DOCUMENTS. RECORDING NO. OF ANY ASSIGNED, RELEASED OR REFERENCED DOCUMENTS) GRANTORS NAMES (AND PAGE NO. WHERE ADDITIONAL NAMES CAN BE FOUND) . GRANTEES NAMES (AND PAGE NO. WHERE ADDITIONAL NAMES CAN BE FOUND) . ABBREVIATED LEGAL DESCRIPTION (AND PAGE NO. FOR FULL DESCRIPTION) . ASSESSOR'S TAX PARCEL NUMBER(S) . RETURN ADDRESS (IN TOP 3" MARGIN) . **A COVER SHEET CAN BE ATTACHED CONTAINING THE ABOVE FORMAT AND DATA IF THE; FIRST PAGE DOES NOT CONTAIN ALL REQUIRED DATA. ADDITIONAL PAGES: 1" TOP, SIDE AND BOTTOM MARGINS CONTAINING NO MARKINGS OR SEALS. ALL PAGES: • NO STAPLED OR TAPED ATTACHMENTS. EACH ATTACHMENT MUST BE A SEPARATE PAGE. • • CHICAGO TITLE INSURANCE COMPANY IMAGO TITLE INSURANCE COMPI CONDOMINIUM CERTIFICATE Order No.: 489658 SCHEDULE B (Continued) �CEPTIONS ALL NOTARY AND OTHER PRESSURE SEALS MUST BE SMUDGED FOR VISIBILITY. FONT SIZE OF 8 POINTS OR LARGER. THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION DOCUMENTS TO BE RECORDED TO COMPLY WITH THE ON C. THE SAID ABBREVIATED LEGAL, DESCRIPTION IS NOT A SUBSTITUTE S OF RW. E FOR ACOMPLETE�04. LEGAL DESCRIPTION WHICH MUST ALSO APPEAR IN THE BODY OF THE DOCUMENT: PORTION OF NORTH HALF OF SECTION 21, TOWNSHIP 23 NORTH, RANGE 6 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. END OF SCHEDULE B • • • • • CHICA GO TITLE II`SUR.gNCE COMPANY - 1 . . . •1 illt CHICAGO TITLE 1/4SURANCE COMPANY 1 • limo COLLOMI.A. =Mat, 701 5S1C AV!. 811112=8, 108E2813713/8 98104 IMPORTANT: This is not a Survey. It is furnished as a convenience to locate the land indicated hereon with 'reference to streets and other land. No liability is assumed by reason of reliance htere I . x . • '' . PC,RT 1 0 INI CfN 21—23--5 * -. • 4--- ..- •N, z • . t _-- .., ...---.- ...- i 1 \ • \ ,.--• ...--• _;..... -- ...--,-/-_ .----- - --, ---4--- ...-----.----. 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L._.'•,. . ... . , .. •- -•f .. .,.. . le . ...,.1 • ....-- 'N. ..,_ ...- . ,.,.. -. 1 -z"--A,..' ell• • ' • I; ,,r- • • • • • . . MAP 1 ij MMIPMMID • • I • 1..-144 ..• . • • • • IN- s : • 4-4 IN THE SUPERIOR COURT OF WASHINGTON FOR KING COUNTY a-cat ,� • 7. CD In• C) .ire`.- tr Sheriff's Deed to Real Property i• Plaintiff Cause Ho. 91_2-a555-a Judgment Rendered on id Special Execution & ' Order of Sale Issued 14a� ' or S z rs. () h!:-it of Execution v. 'I' B t E FINANCIAL, Issued Ili_, et al., DefendantQ. Date of Sale i 1 I Date of Deed T a I, Sheriff-D- T,lv .2 1Qgr -• of the hrocedu� deindice f Xing County, State of Washington, do • • duly attested and _above, issued out of the above entitled> y that under and by von., me, by :� the right, title and ros of intsu�erst of the rndant to and delivered property heG lnaf h I was mabed to levy upon and „ the • c � suit, I proceeds levied on sale to the satisfaction of the judgment in said according r law, and apply . t,,Z3tAL ly and sold at public auction, after due and legal notice to with interest and �a of -• ; - who was AO PA2acE ATIGR ` hlgnest and beat bidder ore, at such e, or the sum o •• ': the real estate, situated in KinCounty,arid side hereof, the g State o Washington, bounded revers, Pier a d tption of which is incorporated by this reference. I to on the reverse dulyr user certificate of sale as required by law, and the above ' delivereddto said confirmed said sale. court in its order made and NOW, therefore, I, Shrr;ff-D • such authorized sty, by virtu- of fthe zE~tor off theDepartmentu , pePent of Public Safety, or my Procedure, do Led above and pursuant to the statutes relevant to `GALb3' Scent, bargain, sell, + xi • ACceplokbrE Yvey and confirm: PQill2ION as the purchzser at said e, or as and to pur heirs, said and succ ervir in interest, or as a rea . tioner so • above, i fully as I amigos forever the real estate the description !'�'�� entitled, said Court, and can, may or ought to by virtue of the piton above,etch the orders the statutes of this State. Pure indicated orders of AS EVIDEN g of my so granting and conveying, I or my authorized the date i Idicated above, at Seattle, Washington. Deputy hereby set my hand on Sheriff-Director, JAMES E. liCtsrpcces.RY STATE Of King County Department of P blic Safety _ • tirASHIflGT071 ) Q ss. by: 0 �� ! COUNTY OF KING ) AUTHU•R•ZEO D€Purr On this day above written, before me Personal) / to me known to be the Sheriff-D Ptedeline A. Seale authorized deputy, who executed �LOr of the King County Depanm�t c to be free and voluntary the within and foregoinginstrument, Pub c S ety ar Lary act and deed of said S . and acknowledged said irstsument . PublicobeSafety, for the uses and he- Director-Director of the King authorized ti execute said purposes therein mentioned. and on oath stated County Department of instrument- - that he was e . Ie written.witness whereof I have hereunto set my hand and affixed my official seal the above day and year first • KING COUNTY RE:•OROER •• by: AUTHORIZED DEPUTY • r_ E1439B03 07/27/95 .00• . LI �. l ...L '. y.tr2p1 t� . • t'it2 ^' . .^L, r • • • ME FOR RECORD AT Eiiiwi vF RE:u.:.• 87,06.:17 M1394 E rin'f MYCM RECD F 7.00 IOMPAL CAE c IdW.AYE S4 slum .' r.• :II '97 ��L ,._•�;.00 J u38/55 . RF.CREAT.IONAL. EASEMENT COME NOW the Grantors herein and grant unto the CITY OF RENTON a non-exclusive recreational easement over and across the er following described real property: See Exhibit 'A' attached hereto and made a part hereof as if fully set forth herein. GC Grantors further agree to not permit any other easement or use of the land which would interfere with this recreational easement. .t , 1987. �.1}.1; Iw• OUT 2 YVLd3 6( rKr. ` I STATE OF WASHINGTON ) ) SS COUNTY OF RING A1I ertify that I know or have satisfactory evidence that rrl Ku-cif and signed this instrument and acknowledged it to be free and voluntary act for the uses and purposes mentioned in the instrument. ��^^ DATED: I'14. 4 Nota(2.71! 8. 7/(-4,c.),../(), ublic or the Sta... of Washington CZTY:31:4/24/87 My appointment expires: tlici l EX IScTAXN Ot dint Ca.3ec:tns Livi;i�: • • -- fi I - • EXHIBIT "A" • PLAYFIELD EASEMENT That;portion of Section 21, T 23 N. R 5 E, W.M., in King County, WashiZgton being described as follows: • Beginning at the intersection of the northerly margin of SE Royal Hills Drive with the south line of Bonneville Power Administration Rocky Reach-Maple Valley No. 1 Easement, thence N 35°27'O6' W. along said northerly margin of SE Royal Hills Drive, a distance of 26.27 feet, to the centerline of proposed Royal Hills Place; Thence V' N 54°32'53" E, along said centerline; a•distance•of 4.10 feet; Thence CI along said centerline on a curve to the left with a radius of 90.00 r4 feet, a central angle of 58°40'39" and an arc length of 92.17 feet; D. Thence N 04°07'46' W, along said centerline, a distance of 183.65 • ri . feet; Thence along said centerline on a curve to the right with a ZO radius of 200.00 feet, a central angle of 67°19'23" and an arc length CDof.235.00 feet; Thence N 63°11'37' E. along said centerline, a Ni distance of 162.19 feet; Thence along said centerline on a curve to the sight with a radius of 200.00 feet, a central angle of 38°42'48" and an arc length of 135.14 feet; Thence S 78°05'35' E along said centerline. a distance of 129.74 feet; Thence leaving said centerline S 76°15'09' E a distance of 840.30 feet, to a point of intersection of the west line of Government Lot 4 of said Section 21 with a line 167.5 feet southerly of the north margin of Bonneville Power Administration-Maple Valley Loop North Line as measured perpendicular • Etta said margin: Thence S 80°23'40' E, parallel with said margin, a distance of 634.26 feet; Thence S 32°17'10' E. parallel with said margin, a distance of 248.67 feet, to the westerly margin of the City of Seattle-Mercer Island Pipe Line Right-of-Way; Thence S 28°25'18' W • along said westerly margin, a distance of 233.09 feet: Thence southeasterly along said margin on the arc of a cure to the left witri a radius of 814.46 feet, a central angle of 30°00'02' and an arc length of 426.46 feet; Thence S 01°34'44' Z. along said margin, a distance of 112.43 feet to the southerly aargin of the Bonneville Power Administration Rocky Reach-Maple Valley No; 1 Easement; Thence N 32°17'10' W along said southerly margin, a distance of 502.75 feet; Thence ?t 80°23'40' N along said margin, a distance of 1648.18 feet, to the True Point of Beginning. • Subject to an ingress-egrets easement over the westerly 16 feet, • therroi, lying adjacent to and easterly of the herein described centerline of Royal Hills Place. Subject to slope easement over the westerly portion thereof, as necessary to construct said Royal Hills Placa. . Subl}ect to future utility easements as say be necessary to develop • the; 'Parker P.Q.D.' • Subject to easements of record. r • • CITY OF RENTON. YEMY or rusLle woins -^ ,C �- .�_ I PLAKF/ELD EASEMENT May; �nhS%ON 7i,� IMM 'I`l ^o.' GS •�1 1 OE %--rill. a G VI .. awsn��.ar.�� r" .l-- iM 0I1oB�Lr v �� n\T\ it' .. ------,--, ------="--- "\\-\\.\_IH: C / — ,_-,............... --.., i 1 -----5 • c �� /i - 't.II L • • N-n 0 > I e°/VN, o i '; i"� ..�""' C�JTY W'D 4 1 I �ce.�.. • O� EMI ' ' \ E g / 1 q. EM / /./. AQUI.KILL/oily/ / . •"tea. • • \ •ii • t • •\ ft ..../..../ •.. •,o.�.o`. I . • . S_. • • • • .r • • L • • LW i Sheriff's Deed '... SIl[Rttrr Or NINO COUNTY. STATE -� Ol WA SII1N07ON ,, TO i - 1 . lil .__ .._................_._ ~rsrsneLKCEPTANE..CQtFORATION_ q 0 Is P c ' � �� N R .. p . dr a- . n r h 0 P ql ___ ........._.__. + r • L. liw & g a d ; luP R p Cwq �'0 ,n.l.d. _ Tul +Zs_ ___.._ _. l,ss___ " MI 11111 0U ,• • nl>D ron RECORD AT ZLgU:tr or li; ° R ___. �__ _...__._ n a �� 51 Oil Iidi t1 4.elhe de�OL 11 • �' . • �� " H >` !I4. \ aL..._ _.._ _.mloutee paeL u. n n �.(� d�Mw I- e. . •�j\ .ad recorded to volume..._ or n F,p i" 1h�� nw.�i . 1 °,,,^4 .1. .etl nk w N nM aryry p R — rah. iik :rungigqR �- '° a 'g "� go lib il 1 �� _� pp I. ° Aeeorde ot...._..._---._..._..............................County. Sp �+�"�tltl� • R -a' M �P w Howe �! ° Pil . Slat.of Weshlopon. .,.,,..,a . \. �Op................ Ilia RN_ 00 iIIiIJiliUIIhiiIi • • .•• .4 eo�nrr. IIIItI ,iti, 87 .Depulr. -- SCUPS D- 100 3/90 X Z.LITZ.zcoss . r, r v".ar'r' e.. 71a 'l' ,.�C �• (i'.; .,t•.. .'!: IFS%,'• .I,i ! .`• I 'Fi r• T1$ Ifi?FItT�i�,.rs-7x44^r , - -�.s.rx,, n� arasCX r� w ra _L"_�:ate`, .�. :.�� • -• .. - '". b ...r. <: 4. 'I�j' ► S.{L-',-; 7 i--iAt1)•. .,t..\•�J {`.'.I b7Wi_ `, f�i • • t ._._ —;- '6399529 r `'S136•: �:55 _ . GRANT OF PLAYGROUND z - •c- �Sz 'iT. • J� f c•� �c,. • TI'r-E GRANTOR, S. S. & M. CORPORATION, a Washington corporation t �••�'-� hereby grants, co •1. , • '" ,� ' cT conveys, establishes, and dedicates to and in favor of the ` present and. future owners o. the .folloxin described real • : N o g property rituated - L^ :n Fa'ag County, Waohin. ton, to-wit: _+': ;' ..; f -. That portion of the South half of the North half of Section '. _ _N.. .. East,Twenty-One (21), T Pi 'Township Twenty-Three (23), Reege ve (5) 1-r ° ''' -•,. : h-, in King County, Washington, described as follows: ••¢:-: :✓.":,' Commencing at the west =j::= '::•.::=:- quarter corner of said Section 21; thence r.• •7ai.- .$ .; S°t:t., 1°50'30" West long tie West liner of said Section, 205.3 . y' = �i-,11 , :;':• fermi '_'«., ,�. 41 51 50 .East 72.3 eet; thence North 1°50'30" ,t::_ ; _ : = ••�ih 156.3 feet, thence *forth 42°05'30" East, 823.00 feet; thence • �...7.;.:..'-:c ;� ;YL.' 4 i1 East 821.7 feet to t me point of be :^•-:. •: �.at'bei� ginning; said �•_ '.a w; P on the Southerly right-of-way ' '.3` =• ✓ 8 ay line of the Rocky Reach- �:.;;._• ':.r .�� ,; ' S:aple Valley No. 1 Transmission Lire of the Bonneville Power •- '. ...c'<"., Ai^i^_atr�tior.; thenceSouth o ' „ --�;�� South punt' „ 35 27 34 East, 580.91 feet; thence •- r",••'-• 51 East, 403.74 feet; thence South 82°09'40" East -.i�' ` ;•:,:c,O7 feet; thence Iiort'r_ 65°34'55" East 531.06 feet . _ • �' �.a ,•c :. eet to the • i":'�<;• s'".`v �.'E '. �� Southwesterlyof t= ^ ✓ right-of-way line said transmission line; thence :=: •,.�' = North 00 t along said Southwesterly - � -32°!3S' " West hwesterly rig'rt-of-x•• lire '�•'" ''^'•��rt•"'"" _ more orless ... •,)' � -q _ •4 x: `6:;.67 fee.,he re to a point thereon which is south oC°10' 0" `= - t 13 s ..r ' (� _ t Southerly right-of-way line of said transmissions. line _ =.ems ' '739.04 feet, more or less from the true point cf be '•:':` �^'• Southerly beginning; thence \ long _id therly right-of-way v line north 80° , ,e ' �- ' :;' a'•_i_• �_ s,`-••: a -- .....-_ �, ., 1C 3C" st, 173g.Gc -,H,.,;-�_�.;��.•. .•. t�\ t, or less, to the .rue point of begin �'' •---' a:_ � t''':• Ti -_ :. .;: __ - n=n€r -`_;' ate; :cZ, f•� _:P . • _...ent, appurtenant to a.-td running with the aforesaid t • ,- ::'.."::. •7•••i:;:ir. •=.1 °r - .. and egg and for the . .t.�.'-,•-54' ._ �::_ `1 n n_.o .. egret::: construction, maintenance, `'' r-_. _. ,1 1:-ro.ni with snit:_le playground and t _ �, , ..1;r...r:._- recreational equipment -d -n_: .. t. -=-_ _.._ :°.- the :zee thereof by the owners or .esidents of the a � x ,,-__ y� their invitees and licensees, _':-.._`• •r_ • r`y`:..'`'-`i:` :: in, over and upon t following ' .•• • r-••• -. , rituate�? in King County, Washington, to-wit. (i • �""""1`�•��S`: _ . _- •.o _. --• •lent estate") 'r:- _ '•.� -, r• _.; r...,.._.r,. at the ent quarter corner of Section 21, To:me^ip K, �:"Sb' t^ - ' ; __ ::, it..n-e 5 ?Ant, e. b.. i., King C '_ _ �° County,. Washington; 4,;1r:...,,i.: =r-:_ r.ca south 1 5O'3o" ;eat 205.3^feet alor.- the West sr 1,"W'~'"c=r'. :' . line o acctioa; thence South 41°51'50" East 72.3 feet; :" - T�f' • ... ice ro^._. :°5C1 3C" Ea 158.3 feet thence North n o r, � wr�. •'� • -_ . feet; thence North 54°2 4'C0" 1. "o t� 3v' y �,,._ ��. - - -o. + " �t 821.7 feet to the >' : `_; N a_-:u`l;t\corner of r.he Royal Iiills Ape site; thence r_: :_aY.i =�'r Apartment • part 700.0_ fee to the ,r`i7•-„_: • ++� • ` r t true point of bedinn:r.-; .'._ „,Z +-'� • �,� ^cam iortnv 049'00" a 5c O.O? reef thence North t•,n ,; : 4 ^t tit ,�''•:?' _ ..eat 500.00 feet; thence South • ': • -...?�.r ,r� :, 40::.OQ fret to the ..uc point of beginning. •-`. -••: .: x . i S. S. 1. 2P r ____ T• nrr i; ::. ,'.•'. 1.1: .T•^ ti ` :r_.•...... - _.i•:, :rl7l .- �` '-‘1.:"...--.':'' ...2...' t • • • • 1_ ---brie ...+t. - . . .. • • ,'a ,i "L :L{:w:6`. -.." �� 7:.r... _ :f•-z.. 4 f� '• '� •. `ram' 536- • - .• -ram• '... N -t'--•fir: [:.".rks:•, 01 • • Each of the undersigned, having or claiming some interest in the f�t r`Y-� above-described servient estate, consents to the foregoing Grant of • ", \'': `:_� " "'Playground Easement and hereby subordinates any interest he may have in the servient estate to said easement. = -• • g �, VIKING INVESTMENT CORPORAT N, a • • - '. .;-...x. , .. Washingt corps,_:aion, / • 7 Byi.--/ It• s„� �1<C _t i i - SPARKMAN and McIFAN •2%•`',=. = `�--T ' FUND, INCOME a:;._. .:, '.•ti-t a business trust at,t.' w`•' '. •:�.' , �L'.:--.�:�..,:'^tmot _�; N{- �• Imo.~�•� - _ , .� - —r—c.. .-_tom y Its '"^as:eo -�� - ' c` :.;k_ � BANK OF TACOS A By i� f./ "Z • z:// -t , /7".. if/ STATE OF WASHINGTGN ) • G M�`. '- t %Oi� TYOFKING ) SS) / f;� :.r ;.:'- :..,.. :I: .ice: ,,`` ,'. • On this `,P day of August,1908, before - "Y-'- " me • the undersi ned, a y "'== "::.i:_=`-••ti `-'ublic in and far the State of \\'ashi:.,jten, duly commissioned and sworn, per- _ ..a-Y 'fir=• � ' so-ally appeared 1. J_.L':'vk, Jr• _� {4.;�. • to me known to be the ' '=..p mit- "- r•-z• ;e:: of S. S. & M. ! '�RPORATIO:�, •`••. the corpora:_on that executed � e .oregoinc instrument, and acknowledged the said instrument to be the free •�•�� ?g . and voluntary a = %�� ._-. act and deed of said corporation, =i --_ for the uses and purposes :here- '_'t.: -_ ); 7' ih,*n='h^i,,3ned, and on oath stated t:tat he is authorized to execute the said• \Viily'L•SS my hand and official seal hereto affixed the day and year first • "�;;,,:,.-'x=, • '� ^�:,' wr:Lten. :.::_+ NOTARY PU9 '"L ' !" � C in and for p to of " -' -_ •_ - Washington residing at ��''�PliZ At�z T..T OF .:AS:iINCTO�' ) -'a +i'"'" I;r Uu:cT. OF KING ) ss. "ill..-':..,_,.•.,�.0.. .19 r P 0- [hi:: clay of August, 19f,8, before me, the undersigned, a Notary "� ''" ---•t P::5::r- and f;.�r the State of Washington, duly commissioned and sworn sd:. ppeer- �+__ :1!} nppc it^d }{ ,A, \c:ice\lr{ J 2. to m,i known to be the f��S rIc•,I ,. i' . .�of lIKI,\G IVICSTME. T CORPORATION, the corporation that "sue'= 7....„47—_--. -- -7 .,, _ .„..: m . . . , .., i, .. . ,, ,,._ _ „: ,,_, _, , .,. • . - •. .. . .:,.. '� .__ . ,r. _ _ .. �-- _ s . ..... „....,.........,,. ;...,...:., . . •..,.. .,....„.._:... , .;.:......... lerre,,,- . .. ..... ..... ..., .....„,,...... ... .•.. . . ,. • ,,t...5„,..• . • • • • 1-.- .executed the foregoin • g fi f 9 g instrument, and acknowledged -':�" ' 1r•, •; the free und voluntary ged the said for instrument .:r-- -!''� ..•� tc be n. • and ry act and deed of said co ent --s ' 70" Purposes therein mentioned; and on oath stated that he is authorized `` 4.0 to execute the said- .L _ Instrument. • _ %. • I . ,.,- myhand • and official seal hereto affixed the '' :•r ��=;� ,� da •� - ' .Y•d• �,` Y and year �i : ,:1� • /•?,tri - ,f b • h `� :• �_ oNf WashinOTARY UC in and for th�S �tt�r a:� • g n, residing at Bellevue • 'S±A 1111 t....`T : :; ::: TE OF WASINGTON ) j✓ COUNTY OF KIN ) ss. _ "':r On this t'7{day of Au •) '.'Fr ".,_, I" Nac; ry n t is in and for the gust,1968, before me, the undersigned, a r sworn, State of Washington, �� =pers3nall adui - to be �y Y appeared �/ Y commissioned and .:1 ;``;;•'l;'. that executed the r to me known ?, _ 7.7 foregoing i..str of °4NK OF TACUMA,to be the free a. meat, and acknowledged the bank ri' Y • id voluntary edged the said instrument �`-'=- •=-• thereino r. D' act and deed of said bank, for the uses and • `•`w'='� •tto ed, and on oath stated that he is instrument.. Pu:Poses ". -J.v.- a: •yauthorized to execute the said �' I. •r l•::TN:ESS my hand � : •" r` •. bcvewritten. and official sea! hereto affix. • ''-- ; affixed the day a .-••� Y and ;ear first ' s..,.;_.•. _ ue_ . ' t. ---)-C--,•-.."-Hg / ......1 s _ = • NOTARY PUP.c.1C +'i•''�^w : f +� _ V OTT qt in and for the State t` r} ,* �r ,. in onVresidin9 t r./ o: •fir ;.r.� M. ;,�•.�� • St, OF ��"�SN_I\'GTONI ) 3 �P _ ..o!•-^''r".7:�. '-'"fit OF KING s:. :r " `;� :� • .� � .... tc:±, _:da of g 1968, -- •�-=�� ,=c.. ".'. "lt= :- and .or c- August, before rr. '• ,�1 ._-,.�:• " "t s` the .ate of �Vashln to , e' the undersigned, r '�.°• 4 15.' ri salty aopeared -_ •-- o„ g n, duly commissioned and a Notary �Y ' ►' . to me known to sworn, Per- :.:n` . ' of SPARKA/,A;1 A\D tifc be ;he-` i r-s: at �r:ecuted the LFAV INCOME FUND, tE •..r.--. foregoing D. the ^--'• 1•::iz' .�. i h� g instrument , and acknowi business :_t_•'.�r- ;y !� ;: :tee and voluntary act and de edged �,•�-"-Y _.. • Y -.en: :h uses therein deed of businesstrue said fast:u- •-- �� = e`^c'_te erein mentioned, and on oath said trust, for ize ir-'1Yr.p .V" •• G .. s said instrument. th stated that he is authorized -^_ = 'f>i�'_�$ rr: nand and official .• . ~ .. ``b.' • z:,;..,.:�'= 2 c- ficia seal hereto affixed the da • :''' '�'' and year firs; •T- r'` ...„4-7:(.1/ . �4 NOTARY PU3t IfC n f �•' ' and c, e State =:-i•-r- :,; � _ • L:'ashington, ' ng .' of - _:: - atesidi at • :1 _ r: a. -3- • •r :K''. Rr'QueS[Or PIONEER�� rv"6" .S I NAt• .- _��. =2; ROHERT A.L70Rk 5 TCounry pw.:o. • - �� 6ag i't.! 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D3-ip) ex-- 3vi Se ' St ` a.it. 5 .S • 22. .)sod axe lay Morin 1i.Bahaal'...et cad lir.•_r y �aluilara to Dst. 1 3319 L�3 ('lraa o y S %;- . C vol. 22r1 D td 6ea aeml se f< '4 23. Dowd by :raga 2,C4hao and Lassa 1.,CeLaa to Dafens* fIsat lei a9 I Con on L.p s-4 roc as sap 14-43 in vol :2162 D pc426 A-Lid &1 3335063 "(?rant te, Ds.33f41r` A I e 5' ,`- -s I. 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A f ,`^ •M se ; itz .EK •JJi pun - a � era Toa aT79-L Lae s8s (4-L£ a o %rsta asasyrd reg t p . s iiiro saes! pore %etalAirg aE di szsu pact 'CC It .2" - yr 70--r - , d ( ow s--- b 'Emma) 9a as P Te= - EKE / �TZ 3�g �$C+,o-Lg '1rr � -sa ar se- C'-.I ► au daaa ;arra s►�jaa arm 1 e .Z ea/T pets, *weal a.amitivr 4E4. i newel di elm 'TC ,..r.--. , ..-•i -___ - -•p , ' -" .Zr �7a0 i2Cgo_('K Silm-►s) Ciill#£L a� erT3 U 6 a Tg Toe sS i- C °4 es.: C?--T (g... au 'two 3zaat: setrAtzsc s+ 'sa.T.'� - a'g:r"� «e,T •r 2 ;am 'siaes;iz an-rez 1, -2°Z d q asrs h 'TC ---..i s---------7 --'-r' / -,r,,;,err'ZigtvICV-Ra mg 'gsss,z 1) T#ZccC£ • aS''PIs 77T Ni : SSZ TO* aT C'-6T �hr etas n a Ct�T 3pT 4 Q e' }S• :=►r" p� ez f ie'�Ys;g'� .:'?sl�r ts +Cl e$b potl: U - as 9loSEC ' ;-•� ..- .'...-4 .--,r:Irv; r-x-/ r (C 4's ion) ' " Sand e Pas z£Y a t 9t to s st C'4-4T a.a 0464.1Z le. >� tsag •''�'1 3It; •Tq pae qrg oy� ,��•�[s ;zEag•d a o 4414;a1V •Ttt 'rt 1,1 arm : ' s-sr-l"r-1 - ;r-'-.? -zie{at-cc Pam T -acr o't t •gym sill) 7ttzFI.£ at Pau Fr.!''eiPs a RCM rem sell ae o s a= C#-Sz 21,r so .ves Vt-IT ear, as to . .irag �Ds;aD t'sssalt Paw `f=3g•Q 41g« ptis•j•y -�__.�,s Tagil T! zit IMS ss,L !es nozzle/or ;ram =8st 1MM . 'x T l'- i.s c TT�zvd e;TP 1111041,17 Ping g tIZr®t+ 'ssapinta 141Te4 iiZms; past evpirarg WOES! •6n CMS pee-, •U —='a_ °ff AZ! STvZY nCC all pa 116, Jd•CQ th Tat t-Y.;-c: so° �t ssE site-0 well asass*ti a;•se;;asq*'2-sertateur Aau- pima •Zz t3C-Sg 4i3 4Z) 'FCC or eTIZ'9 tf t9tZ s v; f4-'!'[ des 'ems . 1 � L Ife- ua .'t e3 %%f'Td s sZecr s. =Tag 't t Q Lq *Xs peep • L� _ 0 �iL �$ _ - : _ -- =,i� _;-,f,s,v( --fla sH 1smz4;.) TSL;CCC . eels L6C�P4 a C9Tz rag e9-9F deg sa:s £#-CT ies IQ CM, gutd -1 -3-_ 31I e3TsQ gee g;asa jd a1;YZt Ai art peat •Sg ® r , ` , _ ._ 41. D tag by6 \ Dorms* HeraldHera d Q.1. barn and Nary O sLa a Der r a Plant C pea Zoo 24 4 arc.. Jan 27-41.1n •al2147 D pC 563 a. r !Y, f,. • o 3: 51 n 10 L3.55) fie..._ - -z, • 4110-..,1 42. Deed �3e3d .Lass and la and Zoe! s-Ass�!,t, Ancs1® Breda ry s F .I.va>Q b sag 1 s,.,- Ir' Carp Fob 1-+14 rea 7.b 1 r hs to Darsaas Plates rt No 1 6) f2 .., r Z r41-h rel. 32cI. :� p¢ Sao end No �[ �---� k3. Deed uzs by linsoso A...igeot rue to Q' roe Fob 1C••j4, 1a w dsrzr8rs patinae PLrnt Cfs"g en P� 34 ;,". , , .e... 3 -u_s. /-.��; 1• 1 •..d �,a 3365jd7 (4L no ? 4. Dodd ems by �rs.st Qr,biesdi ataat to bat*n , ?fit Ctat'p r•• 4 PA-4 , 4 invol. 2203 n 553 sad rilo era 3367'547 (rt No 45. B•efl ,tsiv by Willi= A'YL.k to Demote P1iat C0 .p soy 1-44 r.. lie . 9-44 in la 2227 D ps 632•nta d No 3385 (Torts t Re D.S-.5a)x-C. r.4,t. 46. D•sd tz.e by i•;i2c.rlos i`r�crrt szta atta *Or b 44,4 roc F 1 11 3a v A . 2 2 D ,g 20; to hafmr. anal; cam *Orb ,� (.t IT. Dti3.59) 6,r,..30-1/-3z P..., 'c e® 33 23.E ---�<► 47. Deed t:ffi b i 24 F Dbarbis Tosoz end ZI.Ingt Zoom. Loan Annelle sod[ Zarin& Annola@ Ansel.* Breda and h a toi T -- gob t5'4{► :va roll. t * 3D8 Ira Case mat Con c e l' r tq r o , ,,t_ 337-�� { t lea sus-sus 4�t. .: d.. tt t'I' Pit Rya and-Fn isae :Left to Dsfaas. Flan; ` • II n J a 4/ Yob `- ., / ?aa..i- 3. •D, DS : and Ns 3 365g'5s - i 49. • to b7 €s Caw zi�a Ctiretge.:is to Dotson* Plaza'. (Tt 11* D4644.44 ne -e� V4.4 s-. 2199 Duo A►'f1 sad Ito 33 .? --==rr �. 1 ;mit it: 58. by 'Iota bae11 •:ad Ma4doloso iota. to Da; ea ;on No-44 1 rob 28-44 in •bd, 2224I3 � ("t IIo D8 3) Lti+. .•► s'. A :I2.‘....�.Y /,a�: /f IS ..3 t�sdd LID 3. . .. 3 ., C5i. i)oed fuse IV riataris Fs _� to Dad•si.. Plant ` Carp r.4 lda p 2 5- in v o,1 2229 h pg 5% lea '245 ( t N4 DS)Zan i - IL- 52.bJ 3•a+4 WIZ by relenting, N.1 i t3: arid aaa:[e b e 1t tot to Doer a ess Pleat Corp oa otta 24-44 roc rob 2 !.a sal 23.99 D pig4.66 mad Se 33641 1. ($$• lit► DS•$6.6.) ,''•a. /e-p'-,o-:: .a . . . 53. heed use by C.a.NaNa$gitta iad Ztt� iLeAo ktaa to Defense Piaat C D1127 as ;tli 21-44 rw lea 22-44 is val 2186) D 1Ac 435 asd M. 10044 3361fl (i t pa DS.477)Fz.-, - r7-�'-/ -X a mac- f 2 -t+ .i� ..... G...t- 4 Am 54. ` od Ims oaloz Leas Oaraosial. ma *ari,at la toraesuioli`g 4s D� - Jan 24-44 7 11-44 In Vol. 22� D AC 3-62 ad bi• I 3384o5 (Lis se DS.4$) ft • =' _ r- r z. 4441 / J bad Datst by 8•t! Przecs� nit norm Paf�eyk, dames Dana e knoll D 22l'S D tare Platt 42 :a! ana 21-44 zoo rob �4 p /°ems-. N4v1FVd ri2.g 3 i4759 (21 ;te D 9) ;4-13-• J' 54. Piked tote by .113.3 D,als3/Zonal Otto Nielson Azad •• NUS`ass P.Stj� bald Baas ?.N1sisut and Uustl 1bpaa MislsaaL•as N bird °•occert C.bhwl•3e far of tba will or Ma to Dnraas+U Plant se oei 1 �aaAb. ds.d, - r rj , . . 562 s t;� �t� j 2..9 74 (Treat ,, -44-r r-,4 -*4 La *si 22E5 D p; by Gts•Sys2sia• air'it•...ame i1 t,lssu to Doman,-c'la an on - ' b• ��)r o 9 ov it-#4i s sal 2283 D 1'f 39 and Ye 3427761 i.1 1-,- •,t, , Z �f ,_,-..Y / Jam^ 58. Dead ono by Margaret l dL �a4�a:a:ao P7.aai C T ��riiii roe sea ;12.44 Pt S� 2196 P pi 3?3 o 3361793 t?t 3DDS--72)1 4 �. /•-:y. -tte-sr . /f ..t:a./Ii" z 3 —S— .i:! ,C J.�..-, 59. dead agar byrag ph�nr ta 11744 t r D• Dtdsaa.a Plaat Corp• t - '' - (s Ja D../,►5, r',�_e..1; 3-V-s-G. -7ig g .�. � aa.. No 33325 60. .F•a,i aes5s .by Yp� 3� 3a� and ?ery �La� sy� La Defense F$ t For, Da 1•sb 23-44 rev J 3,b-1A, la sal 2 p tilt. No-D1;44). 9Z.- ,t_`. Zt.t. : r 39 I� BC 469 and No 33949a7. - I. ;i - fi:.. Dam axe by Gilgit aroSaaa azi roar' a+-z is 3°=•j Nob. 3-44 des al 1.44 in vol °'a to Vaasa F3aatr�Z. �i• (Tt 3e D:3-7/) /- ,.. io,y,c- z -w•,.4• 'D ns �S sue! No 339�i97 ram ; • . r2. Deal art by ankle boards lad aartia *node to ■ oa J sn 1,1-+4# roe Dot 2444 is star a2 . 2277 ise kin t g 0 WM �� It 3u35g3 (Tt l�s 74) P r?-i/ �s $awl pi 367 3a f..,L....1"1-' , .,„, Li.- , 43. :4e•d one by aatIIsc7 Calax� and Gar De tns to ire: Flwt• �, Mary �C 22-,�i Fee t 24444 in va$ 22 L DC: a� J. .• n• (Tt I. DSF-77) F.- -= �= Z tom,...-J.., .i� 3 s 3Lc3�52 � 11- ,64. :D•et ass by 7.2tillip Gatti end 1'isti 1:etti to Defeaae Flat 0 . Sara 22-14 rae 1eb�ID-4 � vet, 22 1 D 34 336 ge 3365145 (Tt lie Lam•-7 - - "� l- :- .c.,�t. i 5. -3•ed el.:• lay reveals Naomi te+ Defense :f laat" Carp Aka 12-44. _ ;ma - , A 2-4S is vo1 21% D 28371 sad _Na 33617; Cll. As D3..79) Cs N 1.- ..P...2axtas Grano'-:51 ay., Carr L to D a`naa o Platt a scr ue a l s rue :tat. 1 ..44 la veal.2242 DD � � .t. [.. and the La 34$1715 fet Be Sle.•;,D •f?.�.._ N >v r . z 3- S . : ., . .. * . ta_ qt. sad L1 ad 3.Sta_-ratZ to amass• . • hi . . PUB; Qs p y 1D-P44 roe ?en 9 444 is vast F,237 D pg_ 247 sad 3a� �`■ II3392867 (lite Eros. ant 1)5..83) /✓.z~.in_ i' - 3 c - 68. i)ood care by Lather a to Dad'aai,.o last Corp ?an 264.4 /,i :.-eo ;tale 2 ,4 i 7 . 21% 83 and Nils 3343QQ (Ts 3 --fir - V • � ,)ate tawD Ltae ita Deftest*z 'Zant Corp Jab 8-44 roe pot - • taxi I)47-1*) (X-- .'sue 7 n s 7 and s .535�04� (Tta Nos. ,3- j 1. 7a. Deed cos to eizak L`at 417 Anal is Datums Plant C� JeL I,4444 Vol154.s ilk Z 203-D pg 3 and Hatt 3367341 (Ts Es 718-d6) raw , i . . 71. ifaaP! •Gals 17 Closaileo.a.Saptrk as hear at' SottarQh spoon Invest r= Co. tie Dataaae Platt awl, dik uar 3-4i roa iaa 16--44 1,1 nol 22» • D D6 225 :ad file No 33%797 (TS �3o B3-f7•I - /2 4. 4. ~ . Ea 72. Arad aza b Mldtand + Gag r act to Dat,a�as• Platt-C4=a ad ha . r - 2844 rare lob 9-44 1a sa 22D1 $i' 45S find Nita 3365710 (Tt Q• _ • fir'=,- b '• . 41.1c. to st,c r ? Dims 17 3c 1a iitia�lla Tadao; an! Barry DsZaaac, to . . I,P . £lu zaest Oct),CtJcar17 arse Zan 2D-44 la s 4 D (Tt 11 D3•-90) . ... _ kr-t4dr r r ` t Ji 4S9 as a 3395iii 74. I oar by Lanai ltTk 12 ant p �1:", iz3eak is D4gr as lust, MEI lGrp as Jan 24-44 roe Sam 29-14 La vol 2198 D pg 352 add No 3363:19 (Pt E• Da91) -'& k ot, •v,os.•v ig-.12- r �L• ,1 ria 75, I}sc� also b+ s.. y neat k. rriali to Date klant Carp ea Jaa L .. I ,1ran Ian 23-44 iailt � nal 2192 D pc 46 aid No ;.353u (T4 No D�-92) pasL. 76. nit* by tits a,.xabatt-diss and Yisia.1: Jeliaodion, is Da.tawae I• , ., Corp• (T p oaltS 8 4+ ran Yob 4 In Jrel 2201 u `• (It /..,._ / /3.+-0 £,.,..t_._...t•TP�c :` 3 and 33ds373 -:. II" - \- 1�i • • Dj ems lir beat -11it say B� to De rase P3 Aar 7.4I 1s ?o= D. 1 aeeg�a241 Mt Jo D --94)a �S�i�4es �`` :fi t ...t° \ 1 78. Death' eerie -br tad-xitt-g -�Da i its-S="0 and Lea111t isiOalit %a Dermas Plait pc545And 3� get �� f �-� io 9 #79 - Deed saw to So � Ce Ica Defense ?last O. . i 1 Ito �i, oo o 2`la wal.-,Z11 A I a 3431137 ti sae. 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Residing at _,2 .. .'•: • •,-•i.74':,4.7:1,..,•11.". • :11 "*. ...1::.,•:•;'",il.kff-1.174.; 8. • : • My consnisslon expires• CV-- , • 41-4.1'.-Z..1:ilso:',-• i... /1; 1-----'. ••••-•;•.,T..!.•• •••3,1•-•:-.-' -*%-t.-..! • • . ,, : • ' • • -- .t.'CN:-.::"..v. ..fa•ii.-!•••3,77. :., ;.•t• .':Z.-- '• :-.4"••.:-'• • . . . - . . • ••. • • : ,••••...- --„.-4-7--•:'•pli . • . . .. •.;-:: . ..• • :*. ., R. ."./•1.1-1...-,•••71•.'. .. • .. . • • --• .• - . •-- • ... •• • •• ' ...,k,...%5 •-• . • •-• 4 ..,.. .. - ''- .- -__..,. ... •._ . . ....,. . I . t :.,...- - 1 • • . •- . - ',-,: • • . , ,..•-:.----;.- '",1_sr:kW, • ' • • - ••,•,.• ....,- . . ' ' - •• -• • --• - • • .-•• •• . . ::. ..-'•-•••;• • •••. ••• ••••--- "• ' ..k; .4-,_;4..; :::••••:•••;•-i-... .. .......,,...., • ..• ' Erb^ I - • • voi4143 rrGE529 17 i.a , • • r s (Corpora Le Form) _ • :I....t..( ti?ATF. OF. *11. j =� ^ ) ss: —' cntSTT OF /': • ) C r r, On this /i r4 ) -4 - E. 3IaNTOP1 day of Ltt.�..��C.,�, 191., before me Persona l i) appeared raid — • • T•f��s)iJGl�lr and • • A M G:�_�.:t to ea^xecutes) the fnreRolnR instrument and o� 'mown to be the _ uxecut nc , and arlo,orledged said Instrumentto be the t and deed of said cnrpor•ition thrt unon oati staand �� corporation, for the uses and purposes thereintm tior err! �01- • iLs' ...-r�t� authorized to NTecUte e affixed !s the ntlur..•d, ¢nd corporate seal Cl said sAI'1 Instrumenr. and , ►' • corporation. ;hat th.• seal `� f,I\F� under m hand and official sea • i day An,l Car above 1 th^ d y I y last rrf'it.•r,• • • .Votary Publ t,- ,�`7r, `. [SEAL) Stttr n = -. RrsrdsnQ �Ifc�. f' C L; 4.7 kicielli- . . - _ r • • • • w�_—Wit.•. • • h V - . • • ,....r. :re.. Y .., . . . • • • • The . • lthin Instrument was • • rcr.rlcod for the. record on the at N., and r^corded In bookon R day or ' ;6 • ; � (State) . page , records or !''. @i'�. , Cra,nit. . . i . g �.y • ,: �:= • . . Deputy. ••• . • up!. r.eer6rls., ( . 'leas• r.trra•to: TITLE SLCTIOM, RE • -'� AhCH OF LARD._ . "r`!';' • ,9a - I I , {j NONHu^YILLL roll! ADMINISTRATION , t`rY:. P.n. BOX M . S]]7 . • - , • _ lJSTL.WD /, ORLI.OAI . .. •_ fir '^r+ fa,F..t.rd •flp.a.d0 194, y X tT57t • �, •rC-:t.l 67 r t rc,rle'it,.Con . _ - • -, : �._•.• �'41-_� -fri i . .. •� v n "4:-.=Gib•`'— • �':y,•.+.••. .r—.o. '"". .' �tt.+jy^•-.43,4,'�t' 7 ' .*.�:.}• r arX l��V"'r"i.A+'•.14"1". .4rii Y �T: 'i � 'T, " 'F ^i: .� . +7 y: •: ,� ww'.•s Y.'ifi'rw' �ri�-f�C�`M4 X+:r• .I• ♦ r�'A",a;`.'� .l 1_.� _ • 1 j•i-^r . *4-,...r .�♦ij '•'C• f v•%y,,ci"ijyi.'xa ��• �,ys>� . .:1,..r � :+.iF `:•C: ?K. •+'F ►.1 e-; r '., -Y. 4. --yy,� .tlr `."' - `•'4.r. i- �..-.� - -5-3 `,•'. TSZ.6" C.-Esdei . day of"''NeVe:s'aeZ•. ,196 3 by 1.� � sand`ber aerm+V4Ver�-"Tn9eet:.o..F�. -v .."h•' ►`t . -- �•1' • �1�?:'. �,. : •• . . . � t '. .•IrL`.:' .c.: ••• _ _ :. ._! ' ' _ • _ •"hereiriafter:CAZ,e " Gtsnr( ;;Fand.CA '•5IOTtRi Dis'zcP. A Menicipal = -;_. I 1Ca pacatiou of 5.County, Fash_ng-of hereinafter called 'Grantee. :.. I 1 • ., : . .• Ki- That said Grentor(s), for and in'consideration of the suss of s.- 4;;, to be paid by Grantee, and other valuable consideration, 4' ': do -by these presents, grant, bargain, .sell, convey, and confirm unto ; .n_ the sa3 antes the f- sewers -'d Cr rig7:_,a)-o_ wsy or easement{s} , for with �,w necessary appurtenanccn over, though, across and-'upon the following •�=-r;;.:- „y„• described property in King County, Washington; more pari:iculrxly descriLed �`',. -% is / i` a. as follcwo z T; '-` I . These C�tsr Easements and slope easements are through Tax Lot �;.+ in (Section' 21, .Tarp. 23 North, Range• 5 E W. M. Said Tax Lot is described . • "".5 4. as=,- GowraKent Lots 4 and 6;"NWy of.NW3x and portion of SW; of NEk; S;; .�,p ;=' s+. of Wit: and;NW: of 5E4 ly;ng�$ortherly of- Southerly line of Easement portion �,:e::rr BoanevillaPow r line(Eioeky;R.ach-Maple Valley + 1) Less portion Southwester- ;,� • - ly of line •begs^-ing:at point 1265:.:. ft. 'so::t. of Nh -.-_ -fuSect_on• theace'South 34.54:30' Last7977:8 ft..'Less' Wercer Island ;ipeline R/W, Less ' ': 7 P.SI.P. & L...,Co. R/W. Subject;to Defrrse Plant Corp. Easement, Subject to '4'�' �,� •.. - . 8.B.P. 'L• L. Co. Easement:,subject to•easement Bonneville Power line. rv'' :. t. . -•i • • - .:: ••f . This.Perman.nt Slope Easement. consists of a -5 ft. strip lying 15 ft. .•, • •_'. ' (meal Of a line described as follows: ' -..tom••_-- {mt • Beginning:at::.ths•.intersection of- the-ffiorth line of NEh of said Sec. 21 and- ; _S:� 4%.t the- Norttmestorly margin of City of:Seattle. s• Mercer Island Pipeline R/w, •x• ,.n;,z ,._::: said':intersection.also.being'.North 89'CO'24"•Wert' 1112.45 ft• from the NE- '- :2 : corner:-of Amid.:Sec_ 21; thence 'South"28.23'54" West along 'said North- ^.- ;ill'I . westerly.. margin.677_06 f t. to:true point'of-"neginning: thence continuing •+yi,,. • South'28'23954' West along •said-Northwesterly margin 814.00 ft. to a point pr:-',� .. ~=` hereinafter=referred to as Pt. • TA"- • :- .., I AND ALSO a 40 ft. permanent slop easement lying 40 ft. (meaaured at .:;,?' " right angles). Northwesterly of• i line:described as follows: Beginning = at aforementioned Pt. 'A'; thence South 28.2354' West along said North- '':,'r` westerly margin of City of ,Saattla'c'.;��cer�.T.lar.d Pipeline i RIw, 433.00 '.'. :'4 CM._ ft. If., * point hereinafte referred 'to iu,A.-Iteint "B". . - t' AND ALSO a -10 ft.'pernanent .avier;essem.nt,7•the centerline of which .' is described,as followss ,Beginning'at thtraforemention.d Point "B"; :..z � = . thence south;87•D4'09'•ePee.yr..65 .•ft..:to f:a= point,.,irhich is apprQ_iieately 7 .i t. • on canter ter line of....,-said err eville.Power ;line, Tawas s, thence North:32.01'11" • ::;1. stoat ieloeg .• ssir3.:r ox. :cvnteritne:,of Twei's-;1.33:ft•; :thence No-:h: 80.13'03" ; L. West along a: 7,ivis.••ads'T..iartaly.'50::ft�:;.Souther?y:of canter line of Bonne- ` a' dist_ rf t .' ,~• '3e- .; • vide taleari�l,illi��!�MtGs.. 9; 1,223:76';-t:Z.,.thence south .r. P. i!!+'- west;243:41-ti; c ''4"nit^3�.c3cutbs�;lp�line�of;:said:Boeneville :Power Line tease- '- .= „0 .7.',4_ ^,k �!� •, . �' .�''�•!.c'�,••k.`.k.,G.• •_ l :r qe ��).. ' 1 'J/- S = • : `. 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F.:5".:— .• ,Priar''Z'lleitei*.atine4tigillfl*;-; --.. 1.0t4'Xabeft'lr'aV4Iisaiiit`f.'tiuriirk:.isses4;as . „. :-.....--,...7_,..-, • •-t.stot. .. . ....".:4'"•••Wr• 9.rrit,j..""1•=Y7,`4•1'1.'W110•5 '[. ?it0-f.V•PAr'-.17.014.„ i.-F.7.i.%••:•1:.-. :::-t."•-4•:-•••:•:' . -.- -:-.S . --.... .1••=•• may.be.:nedaseari.tii%ileitii:e.rtizifiri'l iiiait0AbViiiil dead property for the •:.: --!!•:-:..- -..-:: &-•-•,1"..'.:•:• •-•,., , :•..• . .....:„...v.: •....:,....•,;.„..„.4',gzA4.1,,,-.4,;.46141,161e.-164t.414;ii:y.;,'-?-f.- '•-.....-. 4... *-.- ...• .--4:F:::;.•77,:: •_:!• •,•rtz fA-3-L'C purposa.'ofcatindti.ng m..44ir.11,19.z..:. ..a:--•t••a••-ar•il,----'•••:•; -.,i;•,•..*:.;s•.t• r•e•c•••••t•'.in•g• .said - itc. - z•..•.- • .-..":"."-:"... --.% . . sewers,• or: aking •any..eatinectionzi'therewith-;••.•without incurr legal any' .;•-•:.........,...;,L.0 • ,..,..,._-,,,z-.. • • ,.. .... .. - . 2.. • obligation or•lia.ibilityr.tbarefOr.;...:provided that:wadi co2istincl--ion, -•••,..-f:-Ile: i'-i • ..3.?---r.,:t . - • - 1 • : ...,43-••• i - V repairing. altering•Lor:reconstructing,:of. such •sewers shall be accoexplish- . . . .4, • • -• -• .7 -•••- "'...":. •••• .". .-.".r.-.•. . :.. '..•• •-. -., :..-:,-. in.su ch_a .---;....--- -`t tthe sk7issCe..isapr ----7tr.... existing in the , ...--• • - _. • • -• - •• - • insinft......inn- .Iftai1011asal right(3)-of-way•shall not be dint=bed or:•.destrOyod, o= fn-theT event t' ;MIMIC if . .- . • • •,,_.-,..- , they are disturbed or destroyed, they will be replaced in as good a can- zt:::7•••:-..•••;;•ki • 4 , 1 • •-t'.---•"-V7,-A i . . - • : ..-.-..-:- ,.....- • .•.......,......•.",;• dition as they were ismediately befcre-the property was entered upon by _;.•-.• --...4. ...'. 1 •• the M-anteel. . --•••:.--,::•-•..-;••• • .1. . 1 I . • ., .. . - •• . - . . . .. . ---.--.1,••:- • ...,..',.-=':•;-:7.";:',.. 2 the Grantor shall retain the right to-use the surface of said 4 -4• . 1 T.: r.ight-of-way if, such use does not interfere with installat.ion •of the :,.4;&..-7:•.-•.1.7,..c-- 4 . . • ..i.:1- ii•!;F,74. 1- • •-:f.t,,„•.-.',.•:--; • Zekirel: main. However, the grantor shall not erect buildirkgs or st--uc- . "i•-t.--.,..,:gar:„. -• • - . . „,:•••.-_-:,_-1,...;1- tares on. the right-of-way ding the exiatenee of caid rig,bt-of-way. ",,s4.-,-,.::-.•-•fl:', • • • • • • •:t.::.:.*:-:.•":"Ie'9 .......,.... I Th iS....-i. . • ght-of-way, Cling it existence, shall be a covenant running - "•:----:::.:17-72 ..ILL'...7....i, ........ 1 . - 1 1 -0,....7*%."....i. r., .,..f....*%'...r.- ,. with the land'and shall be binding. - • •.on the -Creator, his succesr;o--a, .--.::.. -•:-•-•.-:.•:,.,....., • • .1 - -......• • .....-•.. :;;;r::: ' • . z•:: • • .-._ beizz ?....-7' 7*4 srms. V/-F?ima .,r ,7-,v767 A/7"/ 6'.a,‹-1Po g AT/0 ti ... . 4s.-.•• • 1 anti Li,. • 1.-- /".:7-57.,_>...... ...A1 _ ii-ILL., ...."-- , • 1 . •.4,,a4,..; • -4-1-;4•%-.---, •.,,...ioz.V. • mi..d, . , 1 .• .and . , ..,..:.---"' r•-•;.-- ,•-•,•-=':3=,•4::.t., L I, ' . •. . •••-- .. . ...-"i_ • ....e...i.".:',::.... .„.. • . I • • • and .. . . •and:. •c•-•••• '.• . •-•ge-L_.., .1 . :.: . , k .,. • ;1 - . - • - .• • STATZ SS..01? WASXMEGAz-cs- COUNTY. 0? 2thIG ) ' • , . • • - I . • • • ...0..".................. • •••-irt,....,Avia •- tl, .4'01 .-..-•r.144-...-2.37g. • 1\''1' .. ;:eN• ' •-*--- -,•- '' . aegG -- .1f• .'•:-------t;5-A• -.., .. . " . i . . . • .•-.- • . .. . i 4I, the I undersigned, a notary,public in 7anc3 for :the State cii9= 4.:' :.. . J . •#+" , see - ci.--Z•--.•..... , ington heraisy certify that on this • • day of • ... '19 -,..-.1,..:-- - .N ..;. ......... ,..• • , e si ..!.- -7. - ; . . I • • . . '• S '' - • - .. ; personally appeared before ;Ine• :' :1•••••••--.•'".'...; •:'•'...'. ' - • 7' •••., -ism IVO:. '.',,,-;:1--. .7:.t...- M. arui I I • •• -• • • • • • • : •. ..-.':-.7.••••it-!. •••• . . ;:_t...,_,.. . •N . . - •. . . ; - ... _Jinni _. . • ••..1..:i .. ,..,,,,...„..,-.... ,:......-:.. ::,.... . . . 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A.. : ; ♦ ;' i;mac. �Ju:S4: :?;,-ti%• .j;' .t.-..--- `1;'ti;1:r%• ' >r� 1 '.''• 4. �-• _.i`�~_,T [11 CRC^ • • •.� ::• .Z ^.1.i'•' •'''. ? 210;21-23-5-2 = %r . ..- :' r'.I :�`:�:�.} • � __ .�'- • is • .. • '..�.-.'��••.ti • i s -Zt 11:..:X_�i ti ', slap of- _•._soy .r:.•.• 196 3 , by '-.=•3' ��'" .. a w,i. • _ .. :4 .wli .L,,.^' : ' i -•� • _ l�II t'� •Aree re;: Oeedeek:'-'• J c�atiaaz;-..'.-:' :_- :•--_•-. I f • _ ••� • ` a CraaLat YZ• -: :.LICTRxcT, Municipal ` -r•�,.•.,• Mgt K. Ca-x�atioa.ot'!G'ng County; 'Wash .sa bireinarL� called antee.• =' Q li' ' That said Grantor(s). for and in consideration of the mum o • . to be paid by Grantee, and other valuable consideration, • i by these presents, grant, bargain, sell, convey, confirm and unto .. - the said Grantee, the right(s)-of-way or easeseent(s) , far sewers with . :.;-.--. necessary appurtenances 0mar through, .�,�ti . . ,.h+ocgh, across and � n the following !;.- '- - .4._-.•.deneribod property in Xing County, Washington, more particularly dacx7ribe, - =. ' as follows: ? :,•: t'� ::� .ik ` his Sewer Easement is through Tax Lot ' ` '- Range 5 L.W.M. 51 in Sec. 21, irp. 23 North, :_ _; • -`.: Said Tax Lot is described as follows: Portion of West 3/4 of Section • 1 r• lying Northerly of Cedar Rivet Pipeline R/W and Southerly of Bonneville =- Power Line Zaaement(Rocky Reach-Maple Valle #1 Loss r •• District 4l403, Less portionplotted 'Tiffany ) ' Less to School : •• an Park #1', Less Mercer Island • 'i .- :.•.---7... lct, `-�. Thfa. eiieaent consists of a 10 foot permanent easement the centerline s r., of which is-desoribed as follows: + �' . na.;inn�g. at the intersection• of S.E. : t 154th St. and-bake Youngs Way, according to the •plat thereof recorded'in A.• Vol. 72 of Plats, Pages.7, 8 44 9, Records of King County, Washington; T thence North, 48•0A•2 ` East 145.00 ft. to the true point of beginning; ?: ?.;� Thence continuing North 48.08'23' East along t`:1 centerline of `r proposedS.E. 154th St. and' its Northeasterly extension a distance of +�X"� {:� 292.00 ft. ; thence North 72•39'4Z` East 282:Z0 ft.; thence North 40.52'44" •°�':Y:' East 195.69 ft. Di thence orth:36•27'S7' East 428.92 ft.; thence North 14.13'42` East 58.49 ft. to a point on the Southerly line of Bonneville Power Line Easement(Rocky Beach-Maple Valley *1) . • TOGETSER xITB a 60 ft. .teaconstruction .'' : of which is the same as that described yv easement the centerline .�;; �a..' Said temporary easement shall remain in-force clL.t.,.. c.,.,.t_....«i„ 1 -_CL +.�� ac �L4 >t%-cry ?,, =��-.-as.a_.... �+�v � - •- ►�:�� maintenance and operation - o= _by the Cascade Sager District. _ �, .�.`t j _ - \L"., eea• .. - :7 4 • ,,..., { .•;: .1..7; a4 'sue _ •03tS .weC '; . „Sr 7. :/,y afcir' ,. - t:,o- i • :r:^1 ;1M . �: .Q'f. f . ,. ,.-2 L • w-.4 'i �ti! .;7. s • • ;21.23.5.2. • *.� ', .' - •'• ••: -S:C 3' ;t `4 • 1• .. r= ..< pai4:`.bt+r• afre'slsatioued'gtaist• laball without .have•.tbe right,.wiout ' ;"' prim nsticutic of any aiiit:la:p['o▪ ceedi tut.•law,•at'such times as :rt,' :ems •. .,... , _ •: it any be neoaasa�y`to•dater;apon'sai4 abeik dtsrrribed opevty for this. . . . •. • purpose of.00nss:ruating,•;.r!pfizin47 alteriz g e.�: reconat-turning said r' sewers, or making; any:cc enec time th:areirith, without inc ring any legal -47 • -:;:-1 obligati.oas•ar.•liability-.tbarafcr: .preetidsd,• 'that -sure construction, repairing: •altering or rsca:sst in• g.of ankh ewers shall be accaspliah- ' • Qd ;—.^. ate a >StinIi:«:•= ..t.nt •S.', �.�.�i�.it .`�.2ir.T+2nr�..iw..`.. .'`�`-t •ice in the -.: , .) i r ; - - — �`. w right(s) of-way rhalii not be disturbed or destroyed, cr in the event -..--11, they'are disturbed:cr de tr .a d, they will be placed in as good a con- 'm . dition as they were incediataly before the eroporty was entered upon by • i:>a. the +s:antee. ` ' =_-'' the G antcr shall retain the right to use the surface of said e F a?= right-of-way i'f each use does not interfere with installation of the 1 y T ••1t.-._. sewer main. Bowever, the grantor shall not erect buildings t� strut- � " 7 tures on•t a right-of-wayduin9 ,the existens of said right-of-way. TI- _y 4:,1 Pla right-of-'nay, during its existence, shall be a covenant running •,,' - --;..-4 with 'the land and•shall be.birld.ing on the Grantor, his successor, - I € . : trs, and as�gsis _1 ys t / , . . :`. c 'L a1'y and 1, r/,rl "�n.^-r 416re NIL'4.' !VIZ'i'o 5"� t. -'ems:g nos,. �t(C�vouol y and as _ '•.1,-s , . A11�riry ir•C�i tn_ i. ies-An- (',.-^rf..r-jra�d--4Y- i �• ;a _. . _: : . v'r•- l - :;- - STATE OF WASE?NCTON,t ` ' :0 4Tj� . ,s, '' Count of Ki se. • '••C g 0 4r 3 74' ice:'--- ' On this isf day of ••� �• . • ., November 19 d�,before ax pusoaal}rjppaied•. s:--..:t.'• ' • Ante G. Cioede•ctu: to rise known to be the individual who esecafed for t— --II-- • fo a oing Instrument as A:t is Fact for Louise M.•Goedwc&e '- ez.1_..=4::--�:"._,•- s,..' exited the rune as hk !I'm a�y+ih®tery::ct Lid deed as Attorney in Fact ' -ii ':. for said Kineipal(or the tau and purpooea therein mentlooed,and on oath stand that Attorney the Po+er of antbc•'sing T the edtvtl u of this Instrument A not been revoked and that sal.;pair-'14-411s:.•�L' a=xi is ne! i» ir. 1 :;1t • f. 111,k f under my hand and of cfal l the day led. year last above written. `?' •• "• •'*•,i.7.-+.fir 4P . ':�a ' i inV-"' �'• se 0.44,7 Nag is a Jar at S Wasiioerum, gil t+ ;*-4.%.:vat 1• ��. 6t (` 44L�Y ' nefeSset a/ Suott{e s4.71, • ,- • :'•r • • • • • -• r?;^otazy'iRsbL.• r^-in•rid for the stets of .. :t.;•. � •<: 1. ,• •4i 1 '' 4; xs. ' r ,Ij;�t,t� •�i;;,{�.'{ �' ,,•41{ I,�f .f•.•' V, ,, �i•.'i �. ,f ��; Srj,l`til'!� 'Qypf•�f. 'i��t�p�t ''?N 1r,i .,,i.%,,L •'1,''t�•' •i ,.4,• t, �Y {"1s1 '+ p .M g:f.• "t _!. 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'•! ;:'� NN i�� • /. y.. �..� � ►kj. ,l,f.$��(',;�'. i ,• '�� Id IyV •.!l..�,:.lJ; SSMMI ( - AI.Aj�•Nyr1'`r..�sJ�'l;�E/I /�J'� �T• • 'f 4+ ' eft/ft • [ rin r' ,P, /y C i .�1:=��,Rr ! i• ! I/ • 4!TV 1 . . :mil•}::��ri. .` +! ,i' .71 ;1 . • • i1...t.....tirr...1 "g,11;,1,, ,• .y '.r.. ,•i •. IM •.i,•il• `' '•a } ill .• lig • . iI�iIf1{J '',4 ' rtV31j' '.:.;_•',,-;SI. ( I1 .:': w `' ad'4li ,' • ►" • Y, i ;i.1•'i%ilit,: .r4!C! f)_1.1• •1v...l•i. .M Ft�� '( ' ' 1 . ; j).. . #4.7. 1 ' */* . r ,. ,.-..,... .,•r;,••tak f.'.2......‘'.41,..'•,.. • •,, '. . till... )11 il _, ,, e. ...... 4 ... • .40 e+ ,,• F1;1 ' y Y• '1 'nn'II -';+•. •,w,. "1 it`)i1-;yy ... .1.•j. .f f••,+- •+ 1 Y it. Tw• i.), ,••i , ..R .,' 10. . e. yy, 1 Si,'+, 1' �..:1� r,J: 4i; •t N R 31 •:.,. S✓'•.{� :" 7 i•r'1 7. '',.�. A {• - F'-f...1 !• !'A:, . ,�:\•V rl' '1_ T- 12�i1'•�'� .I, ./,f Y.• i4%.4' '!rl4 r�I.. !'"L ,o .--- -.. , . m • • ; sy!}a s - • ...,:5-•..-.--. - }.�}Y.ro' 4 - : .,.. d(-.1 f) itttr 4155(tea • • ft git • __ 'is a-V ::.- .) .x:a-�.'T• 9 �3) fff ' .•• _ .:I ` ..t=rrrrts_TAY .:�.^ = -4 ., r77'=4 .1, a . • ::= : - . I• : J� THE STATE OF VASFIIN:.'Tnx .. - . .. ...t �. ..r. '__r�' ire._ • � County of 1�fE} : . . . . . �. • • TT-t FOit AND Di CONSIDERATION ea the sun of �eTentesn hundred, :r1^t and 1 C: (2 7`O'� ). the receipt of which is hereby■cicnowiedged, T �100 Dollars T_ Viking investment Corp. . . . ' i i , , _. , , herei,after referred to as GRANTOR (whether one or more), does hereby grant e.no convey to OLYMPIC PIPE LPrE COMPANY. a Delaware corporation, with a permit to do business in the State of eashinSron, its successors and ass;rnS, hereinafter referred to as GRANTEE, the righ:s of way, easeraerts and privileges to construct, ..::;.*:.:...' maintain, operate, repair, replace, change the size of, and remove :n whole or in part, a pipe line or :or the tran!sportatro_ of psi and gas, and.the products thereof, water, or any other fluid' or substance, with necessary fitrines, fixtures, valves, appurtenances, and cathodic protection devices, and the right to maintain the right-of way clear of trees, underbrush, buildings, and other obstructions, along a -our to be selected b. s Grantee, o:, ire:, ac-oss and through the followingdescribed property situated - the County of t`�'LL State of Tashington: The 2for`.hvest Quarter (NW l/lt) si Sestina 21, Iavns::ip 23 )Forth. Range 5 Pest .T v It is fin-thar agreed that a 16" pipe, line shall be constructed along route as shore i on plat attached hereto and made a part hereof, and more particularly described to--sit: Peginning at a point on the ?North line of the above described propertyand the Ma-.rh line of Section 21, said + feet along said North line . point of beginning being located 2h35 feet East from the X orthwe s t corner thereof i 'IPIi,.s South 420 341 45" 'hest a distance of 173 feet to a point, 'P-i f S South 71° 26' OC" West a distance of 1094 feat to a point, :`iDECE South 27° OP 20n West a distance of 1652 feet to a point, '1~'z.`(CM South 116° 2S1 20a West .s distance of 5ii feet to a point on the Sonthweste.l `lisle a:lsaid property, said point being located 57 feet Xor`hirestari along _ y line from the East corner of said property, said corner beingmore ,cul said . described in the above ea-caption from acid cpe_t as g South particularly t y ..� a distance of 977.3 feet, S_-oa the West line of said Section 21. too 5!tr " I G_antorl-eserres the right to build roads across and lay sever lines, gas lines -.i and vs,ter lines ever, acres; and under the pipe line. �1 3=:.:1te:'does . to or d;:e of (�ereby indeetnif and sates Grantor ha_Tttless from a-Ty and all inju:•1es the parties hereto, or third persons on srs claims, demands damages and liability arising from or gror-ing out of the construction r 2 operation of Grantees pipe line by Grantee, its agents, contractors, c:-. suband t� contractors, under, upon, o7er and thro cr serti ' ,� =ra-tto- urh the hcrrinab04e drsscribed nrc�erty of • ( In the :Tent of a break i in pipe line, Grantee assumes all r_aaonsibility. 9il -70 • � � IM -- . - -- . • •:..-.• •"••'• ..:•• ---- ' ' ",.. ••:- ••.•.. ' .0 t':.-!?• '-•••:77.---: -•:-N---s•!-- • -4-. :777-7---- ---...... ..._-----`"--. Mil ..—__ „: ,-= t.-:-...•..-:—•'.•::..,1":.-..tr•r..,:::..,.,-.--,-.-AR....-- • ..--,i-,----,.„--,-:-..,.:,, • . .-::: pay- ,.-: • --..-:,....::- ::. .....::: " ....,...:7 •:.--.•,..4.--: -;•%•. •-•-••••-'-i•-? -..? ---.1=--• . _ . . . .: .-:. ,.• •,..,:. --.74,, . - •-":.-42- ...i.• ••• ; :nag. Cesing:Wrt-Aola.....:xErc,t.rei,a,•0;ta •:.•c .....,3-4- 7-pimq.....,-,74.4z• ..,. 4..5.7=. vi4cF-4,5,___,‘1,, .,..-.•- .....t.,..• •„.. . ••:.: ... •-. . .. ... • . , . ,... ... • • .,.1 1- :••-tiau-,4*.,..c..ka4rod, .0., ....cr-mq..40-.......eywoovizipta.. •--, -,....-sgir... ..- ....,.. . ..... ..„..... ,...•. . . ., •. . . . • f•it7,, ,...4.,------, -.•-r- , .,.,...,—.,• •::,...4.,. •-••••E,.•••••.. .1,--r..,%71.,---,i;,•..1.•• ••••••,.....,A4• •••1.• -•s.i."-.:c...•••••...•:•-• •-•• ••/•:.... .;--,•••-••••••-•,..;•••r-• - •-'7 -' •-• -7.' • " • •.::::.;, together'with.the right'ot insres:e:aratlrgresa-se•itztel keiemiill..ust:apk.-Agg:il.•:. ••;•-:• ; : - -t - -•• - .' -'••,.••1 rIC:••-•:..‘.•••! .-• •• • • .„• .-..-. . . • "!••••.:.Z; to Granere:Sludilenve•. ••.?.•.•Ibi.. ,.344 4; deeimPeareek:1-,141zI.pt0:n:11tftiorthi.T:M1211ike eii.:#t1l14Y-r.nillt ip.issiisee•vc wgmcepceeiaCpt.err•t-beer mteig.hts1 herein ii*a;c45ig***;kiii * = -co, i re- •,,r.--4..t. • : •'':' suiting frac.;Ebel ecesn.-is ,..Iiitrelkatbkeii4.1i€4•rireirleneed.2:a4crratnaL.erv.if,..*4:4 Jr,z1Xm17•Aie444-422eets•:P?be."•=ee- •:".:::-.7 '•f. mined ard tie tenalued.--- ,•,bnchrei:-AsiefOrxiett _11,5;iontijate,t01.to;ke-etptsi.aihsids try:,cirsat.,^4,:zse• ,„bi Gramsee, -i_-?• - i and the third'briliktircieaaiiiiiittecket4:ele;Incest"anntrd'et incifeliiiiperson;Peetell be final and e-nclusive=MI . . •..,•i••........5_7•"!•••.•::•••• .;.•;.1.:F?-••:t..!...FP,.:i'••:,-••••,-,:;•••-• ‘t..-• ••.!•:..f•t•t•'.•••rt`'.0'.:7,7,•-.-.4-.e•••.?' ;•••*, - - ':••••••-••: (*".- .. • . . •. - . ,. e-ii,• •••.... It ii gree f' • • . •• •• . v • .., •- .. - • .... •-.„•._ .• .„ ..• % d. ut anyl...ysiesc.elite-.1feeeithder=sitiy:be-oxide duice:to-Gamer, or any.one of thew. . .t: .Any pipe line.constructed by:Grienteel-iti•-successoci .or•assist:us. ;'across.lards under,cultivation at.the time oi Construction thereoi, setall be:buried to such depth as will not:nterfere'with ordinar) cultive:iuct. • • fn.._ • .-_••••- The rights of way, easements sod privileges-bereits•:Panted are:eaCla•ili‘ia.ible and are- each assignable .57:t.•:-..te or transfers-oh., in whole oc•in pare. • • : .. . •• . •. ,. .. .•••,,,..4.,..t Tee terms, conditions, and proviaions of this pant or any contract resulting from the exercise the•eof .....: .k---:•::, shall extend to and be binding upect the heirs, executots, admizistratocs, personal representatiTes, "sucressocs, 1- 1.• .::".....Z.-1, and assigns of the parties hereto. ' - ......• ' • ..-.,,_., :•..,.• . 7 -...:.•••••••4 • .... - ...":',-,.....-• ...Z.!••••• i . . •.1.1-:4-•• 11,1 VITNS WHEREOF, the Grantor ha z evi......xicutra.this instrument this 1 ---,I?* t - ...:--- day of •-•••• '-) % •)0• r F t Lz...._._...k.NF•Nr . . • .:••••,;- imi.-- "-.i••• ••••••••••••i ...' • ....... .• - . , ••,. -.•4 i•,,. WI 71:- S: ••• l',...-", ••• •':;?-;!...:•": t.., .. , • ..../7 f •.• , •-•..„\e.•_,L.,a }7,...1,07 s . • . T rY.IPS, `‘. . .....7•.;;. -. ; ,•• .•. ••.'. -,... -- c,,•.,-- n c- ..- • ,,.. -4. ' ...)' - '," ' 7 `...n\s•- • , ..,,,a4, • ....,..-,•,-. • • P. .0 ,...,...,_ . .),•• , s ___ ,.,-'''•Or"... - . .... . - - --..-..:- - PP.- . • , :--c ....... . _ .• .40....•.-...„. 141"4„..."•-' .. K a A • 7.' Cell..i., 'Q. :..i'f"...." • -•-,. • _.....'• e IJ 0 •••'-...1.-IP •-• I . ?cti 0)•;•91'°"°)' ' , .4,,-......• ... .• -..,....):•••• •-.:•-•-• ::„••••-••-•:•• - "(1W% ••' — • 1.. e 46bert Atirl Dertrich • -•-.3,:.; .• ;..-r""' r.....0_7.4 L".-Ai4 • • •:;!-?. 0..5""•'- -,t- -- - ;41.--=:-• ' , -N:z7 -,_,. ' • • ' _.• •:.:•:„ . I •-_,• •i-• •-74,"?!.". .7. . .....-' ..'7,••- •4:',.--*4 . ... . :•.,j;:.;.:!... ..r-:•7:k...---4:4 f - ,....,. - .. „.... ... ..1;!.....61/ iI,......,..- , .s......0.,. 1.:•••.;:-16= ::::'..::"4'•.!•-• , 1::4••-: 1 .!•••:••••, tirA•-•,;) •a -...r.n..",..:; 'K. ..,:f•-•*:•17: -:.;••.• • !,•%..7..V.:... -..:4?,...Jei• •i; -....••••!4 • -••••7-..a-..,4 •......- ...F.-oar.: --• ... ;? . ....- . . I I,.. • k - p_--: • zi.-, -...---.. = c,...• ••••••= .w.•••r .4•.‘7:* . , • • glimil _PM till IN 111M1311115":'*•:-•-•_2_1... . -. :_i.:ALSIIIIIIII12._ -- - ..... semi N '^•fir- .-idarr:•r _ ,.. +ram._ s Q^'rt+r r' �=^ --- J [ -... •. iNI• • � ,.. ., i.T ��,; :.. • • :wi4630 PAGE 417 • Il ACYNOTLEDGF3FFHT OFy:.ORP'ORtTE rRANTOR *• _•' STATE OF TASt NG TC l J • Y =_`�7i.1"?�T.• COUNTY OF�� ss, • . • -.•T,�'� Oa dais f-17 day of �i�/ l fbr.•[•'_ ..e are,the ttodetaigoed Notary • - . Public,pet Basally appeared • and Robert • • - to A kaot►a m be theCteLDet••i . *-••1President and Sacee respecti • vely telly of X r.i'•.�.}+ Eote iasau�ent, and ackao�led d the said illsthe corporation that esa•cvted the within end - • +, -... soaat 6r instrument. to he she free and ,t.iuntsut7 act tad deed of said -. -�4:.. corporation, for the rues and purposes therein aeotiooed, sad a oath stated that they a e:aathorited to ese- .- ease,the said instrument and that the seal affixed .a the corporate seal of said e •'•.'• a • .. corporation. -e_' 'N; ... : VITNESS lay hand and official seal afffsed the .::`�._ a,. .s day and 7e�is this ceerificaarabore � a REk.f • .�./f��' �: N tthiic.ia and for tate Lashiageyst;.y-.� :"i •�t� ! �Y •' residing at t? s • • i;=a--•'". AC?'.NOYLEDGEME_NT OF L*[DIVIDUAL .tar. .. ;.^:wiz STATE OF TASIII::,TON s�.:�i yS. at 'f►e COUNTY OF . • -- -c On than day personally a'•pear-d before me 4 --�a nd :�,', "pr:! , to be known to be the individual(s) described in and who executed the within -_ :. ..._ r[ and[oeegoing instrument and acknowledged due__ ��QQQ 't. free'and+oluara act and deed, g -- signed the same a. - I........ ......;:,-mot r1 For the uses and purl yea therein mentioned. — ' _ ;ft GIVEN under my hand and official seal this day of L.. • � •`' - Notary Public inand for thc5tate of Q'ashington, resicling a: RR.t ei :4i4. , ACK.VOVLF.DGEME-NTO'r IND1V.)UAL • - —.%y.a"-�,'C+ STATE OF TAS/(INGTON .'ir �"� % ;.1 r COUNTY OF ss. a vie s yy 1 �� =i On this der personally appeared before me_ •• a r.l �_• •'•{• '.�. ^ nd ^ be kr._wn to fx ti.e indixidual(s)described in a..d r ho executed the within t'rr — a foregoing instrument :,d■cknowiedged that signedtint tame as :,,,-mrr-• r free and xoluncary act and deed, for me wet and purposes therein mentioned.. -f w.!..t;r GIVEN wider ay sand a-d official seal this day of jVotary Public ir.and f..r the State of Tashington, <� residing at Lc • t;�- a . ate Art • • • • • a+.r�—` ---- - - ---- --- - - ..-- -- --- ---- - • • . _ p;l� . -."--"("T". ., ' ••t••••V--:-......7:-. .41----:-M..„-::=7::. . ........:.•1 .,--. 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C.;-.'• ".• t .‘. . . •. •••_ . • ...•,.. .;•:...,7:•:--:'• Zit 5;•:.::. 1 1 ..-'.•-'-....: , :• r:'?' ::......•:!. • . • . ,„.e*-7-..•.i".1.,'" ... . •• . •‘.6...'...._-:".. - --L.-. ..2. C....7,Se".•I •••••••7:!--; _ .;":;,-.... ..."..i.'!..i • - :•"...." . .__.._ . i I 1 I ----.. D C SIGN(NCR. _ .. 1------ • •----n—-r--E...,. .. ; ... .I•:47-.-,.....:.-..--,.,..._•-. - •. .,... ...:. .::,........-:::!, 7:1-:...... 3i r!!!.. ' .•...:-..E.:-7, :-:- -_..- -__r___ 1. _11_ ._ _____ ero ---•—••—•—..._._________ s... .,- :\.! .-;' ••;;:r•;7.,:la -.... ai I ..,..-... APPROvt0 DATC • :•: .E.:-...•.7.V.:::4 7 '-' -•\ ' ... r-- 1 ....-....:-...Q., 7. ,-- r -- 17----,,--• .._ •-- •..., --:•.--..; OLYMPIC PIPE LINE COMPANY '.. ,. .,.. . . .•.• .. DEA TY I.E.WA 1,14.1AHITO*4 ..•?.;.• •••.•Z:,•,;:4.;:-;•1'.4. ,...2?.'7 , :• ''------.1---,---- ri•-•sna.1 0 , , . ... . . • ._ _._ ...,.., •...____:.;. J • .. :.......__....SCAL I .".•r 4.N..1. • Doe.0.1.dG MA;• :.--...,••.. 4 • f ItOCIRT.4,AlOtttS,Caw*It3ser ‘-' : . ... i•-•,...._..--..• •- • .2'..• ••ti:::::,f4 17•0171,.:iliv.62.4.4.-Wersmear: ...,... •:,,- ' - • • „. -----.<:i.• ,-.1.••'-i. ----:.-....-.. .....----_...::_____,_z_--_- r.,!--i.' .:':-.-;;1--;.:`..k„...* :;:j-t*-2:;„"yag!...4, ""-V-Zir:42: ,-----1_,,,..-i-tiZirs....•: ,..-47-'24 :-•.. . -".."....__•."..".1"'•;i7g-4-,..-1--•••,e.--"`•'.' •''!"te-";'''':.• "*.__"3.?- tezmica,=„,... •-------,,_--,"7"7::7---:-.,. ..z.:_'.'________. -• . , . ,- ' . ••-_. __-:-...-..f•- ...t- 11;....,,,.-_:ts-.7.:---.--... i•-,,,-,Tet•—••• !_• ....;•:;.". - ,,,,,... 4.7-1.7,i.;,-...-„, I• illin11. ..M.Mi- : . el* �.. • 30- _ l4-6jl 's RIGHT OF WAY THE STATE OF•ASHLYGTON - .' County of rim �.':-' FOR AND DI CONSIDERATION of the sum of "...One 3und_red & RO/loot+•+ enlists' • _ (t1�=00 ).the receipt of which is beret.acknowledged. : • The Saatvick Corporation, formerly the Pi king Investment Corporation • .220C Sixth Avenue _ Seattle, Washington hereinafter referred to as GRANTOR (whether one or mare), does hereby grant and convey to OLYIIPIC PIPE LL\E COMPANY,a Delaw.se corporation,with a permit to do business in the State of Washington,its successors • sod assigns, hereinafter referred to as GRANTEE, the rights of way, easements and privileges to construct, 1 J _ • maintain, operate, repair, replace, change the size of, and remove in whole or in for the trans ration of oil and Pam.a pipe bse>♦�`e Por gat,and the pradues thereof, water, or any other fluid or subsanee, with the necessary fittings, furtses, valves, appurtenances,and cathodic protection devices, and the right to maintain • the right of wa.' clear of erra, underbrush, buildings, and ocher ooseuctions, along a route to be selected by Grantee, on, over, across sod through the following described property situated in the Cooney of•sa•s"as.fe.s - :•TTIn �' .Slate a Casnrngton: -. . 7avernment Lnt 6 and the Northwest Quarter of the Northwest 2aas-ter (NW of NW ) ,_ :he South Ralf of the Nof•thweat Quarter (Si of NW') lying Northerly of the ./zutherly right of way line of lonneville Power Administration :'rs:saisaioa Line(•'•cc<? Re rah--'aple Valley No. I) Easement Se ction 21, Township 23 :forth, Dtnge • -- r--••• way granted herein lies entirely within the boundaries of'the -- Lnnneville Power Ad=inistration Transmission Line (Diablo-Seattle) ace-re: a_n'r the prorated pipeline cha11 be constructed along a line designated -✓ •. n,rver heretofore made, said line being al•-vozicntely 30 feet Southerly of and :=alle1 with the center line of the existing transmission line structures. %.11 3rontor reserves the ri^ht to construct, maintain and operate domestic • coadn, :ewe_ lines, gs lines and water lines across the proposed pipeline. ^ cc dies hereby a•ipulate and aster to indemnifythe _Lcrs :•dcupants against liability landowners and authorized __ ^ flax a a:T labial., for loss of life, personal injury and . arising from the construction, maintenance, occupancy or use of _•ds by the applicant, his employees, contractors and their eoployees, or_ ,n,_.- - and their employees, , , _ .. • :it-in : reasonable period cf tine after the completion of the construction of the -:-eline th' Grantee will provide a plat decignating the location of the pipeline. together.ith the gigot of ingress and'r -•ss to and from said line.— , Grantor shill nave the right to fully use and envoy the above described premises, e__epe as to the rights • herein „ranted. Grantee agrees to pay any damages which may arise to crops, timber, or fences of Grantor,re- ♦u:ttng front the'exercise of the rights herein granted, said damages, if not mutually agreed upon, to he aster- :atne_ and determined by tee disinterested persona, one thereof to be appointed by Grantor, one by Grantee, • arat the third by the two so appointed,and the critter award of such three persons shall be final and conclusive, .•. payment ma is agreed that any pay due hereunder «�. .. ..,......».........».. ..... .. «... O- y be made direct to Grantors or any one of them. _ Anv ripe line concocted by Grantee, its successors or assigns, across lands under cultivation at the time el consrtuctron thereof, shall be buried to such depth as will not interfere with ordinary cultivation, - - -The rights,of way, easements and privileges herein granted are each divisible and are each assignable or r:anstr:able,in whole or in part. The terms, conditions, and provisions of this grant or any contract resulting Irons the exercise thereof snail extents to and be binding upon the heirs, executors, administrators, personal representatives, successors, and ass:xas of the parties betety�-......., • • • • • n Q •s L=7 • IN WITNESS vHf>� n F, , • • . l -• 1}het e this instrument this 2. 6 e: A] !9x>r�. yet:l , \4\�Lwl t ., , 'FE SLY rIry T.0 ?h..v.g • • • _ __-_.. '' L-ahall, G acre t _-y 400er: Lent • ZZTft'�.f. . r —•— -- '- - __ }.,.oet2cb .e•.e._�,.. - _ .. - I ' ;1-111111.1.1mmlui.111.111111 .1"11.1.111.11.1..1 Emu en 111111.0mmuig ACICNOVLEDGENENT OF CORPORATE GRANTOR STATE OF••SIl7NGTON COUNTY OF 9Tt ra. On this 26 day of _ l 1..i i 1923. before me,the undersigned Notary Public,personally appeared P. Robert Led and i.i. to Of known to be the ' Prestasot and The SrcOwiot Cc orntiQn rcecu respectively of foregoing instnuaenc, and ackaowlet{ged the said :astrtmeot to be the her and voluntary lthat executed the withia and corporation, for the uses and paeposes therein mentioned, and on 1hey act ar•rived to said cote the said instrument and that the seal affixed is the corporatettrth sated that they air anthodyd to ese- seal of said corporation. ;oyr,tllE•z;,, T. .. WITNESS sty hand and official seal affixed the by and 7 eersific • tit • `L:•'•i`•• - / r' tom~ ,J/�'iC�... . . Public in a tor t t a1 f vr—tyh ��:" wrang. d4Pa+ N ading at oust, `�..-,gunk t1 t``-y • ACKNOWLEDGEMENT OF IMY DUA L. STATE OF WASHNGTON as. COUNTY OF On this day personally appeared before me and . to be known to he the individual(s) described in and who executed the within and foregoing instrument and acknowledged that signed the same as free and voluntary act and deed,for the uses and purposes therein ateotioord. . GIVEN ander my hand and official seal this day of . 19—. Horsey Public in and for the State of Sashtngtoa, residing at t-1 _ C1 AC1:�.704I�DGEMc*iT OF LITDIVIDUAL STATE OF YASHINGTOY ss. r.► COUNTY OF tr: Oa this say pesaoaally appeared before ear and to be known to be the iodi•idwl(a)described in and who executed the within .-s and foregoing instrument and ack aowledged that free and voluntaryact and signed the aame■s deed.for the ages and purposes therein mentioned. v.+ • so GIVEN under my hand and official seal this_, day of C., 19 c) RECORDED ksry Public in and for the State of Qashingroo• o en .. . .. . . .. .- QUESTc 10 MI10 14 111. As . o . RECORDS• DIRECTOR . �^ az KJ1O CCIfNT � $ .•r J�. • F{LT-U {:. , -- -') 2! RAn fA U�Si.�� • tie/MC-MIME ca. -- ... . p )�RFI i�S=OCATEi • gO.LEVUE,V.SE104 II: Ot 1'!1•R OhmCpMrI4tYY m J i Mlft4ANL • Eet t avdr.r WAli1i >i(lDOs EASEMENT Tor a minable consideration,receipt of which is hereby acknowledged,the Grantor_ , ROYAL HILLS= IWC. _A Waahinjton Corporation hereby grant.-_ and conveys_—to the Grantee :LBL_fI'Y Op_BL illi��_!�A?aipal_�9S3utu►tion thei.r___summon'and assigns,the right,privilege and authority to construct,laspreve,repair and . maintain____plL1214.s_13I}].ittei_llid.S$41L_lDRli CIIIDS_.P- • - arroea,aver and upon the following land.located County,State of . - ;1.1 Washington.to-wit: J SEE ATTACHED D:SCRIPTIOH _ The Grantor__-_shall make no use of the land occupied by said. esxpt for access and mgimmunge . Ia ezaeising the rights herein granted,the Grantee___their.a131:0e931M and assigns,may peas . • and repass over said.. a •ws ' , may cat and remove brush,trees and o`.her obstructions whL^1s in the opinion of the Grantee____in- tex a .ice access and emer4;1211 and main.Leoaarr_a.utiJ.itles , The covenants herein contained shall Tien with the land and are binding upon all subsequent . owners thereof. • • . • • • In Witness Whereof,The said Grantor____had__esecuted this inztrameat the Lo •th_-_- • e.--'.larval 18]3__. day • r. Robert Lee President Linda J. Mar all Secretary - • Me rr r sue.+.•tw,mi r..ra+ram.rr a.••r•r r.n• • . •r.ram.Wool•r•ati a.a,r ate,►.m a.s. . is - 0. i .„ •ZNIIIIMIIIIIMIIMUM — no __in i „, ..••• ••••••=1•1•••••• f•moremmosor.oei • .. ... •.• . . - . • . , . 0 _ • • ". ': i .. . .. ,, • • • • .- . ••• • •• : 111; • . ..„ STATE OF W•sh lot t on- 1 . •- Comm.,og Kine l& •-... ..:" on pi.:. 19th .igy of Marsh 'A.D. 19-21.before me.the under. ' .. . . - • •,. c sityeed.a Notary PuhSc in Lad for the State of Ws rh trig roe. club.conunissionied . - Crs 00 and swore panotsally appear...1 r Robert Lea sod 7 irt4.2 7 114.1-uhal 1 • - ... .CV to IMO loosen to be rim ri..Jet sari Secretary.respectively.of - .• •- - .. • — Royal Hilln- Inc•c•• • N.the corporation that mamma the lormoleg instrument.and ackeowiedued the said instrument to be the free and velum . •tary act sod Amid of asid commotion, for dam met sod purposes therein mentioned.and on oath stated ti•• he . • • ..... they are authorised to emcees the rid instrument and that du emel armed is the-• .1,..,•40.......,........-- „:...;;..f.rnia - . corporation. I.. :.•. wrrNEss My 6..a...a os.:61.41....4..arr.a the deT and riff th"catifics\ t•al)°'-..n• . ..• a' ''- ... .. .kt h-• (•%. . 4.. \\ . .."'" . •- . -• N. 1441111111r6.sary Pubis is,mai isi•tie - 9 e i"•• •• ••• g. ' • . . . •• • • r•Lay,• Sea[jig"? • • •i • . • .r '.- 4", 4. . . -• . • -• .. .. ... . . (Adromiliginow bp Carpsowis•Mom NeriusatTkis iffissimm Compear. •F.p.a Z.2IP) ---...- . . .. .. . . . " ..... .. . ' ., • • , .. • . - . . ..• . -• - - • .. . • • . • . . ••- . •. ._ , . . •. . , . . . . , . . • . • .• . ; • ' . . . •. . • • . •• ' . . . - • . • . . . • e• . .. • • • . . . .. - .•-. . . •• • .. . __ . . r1... >. - • f• W %ie. IL X . • i 1 .1 , 0 . ILI 0 I- g . •i ID i . . . • :--.. .- .ii -... cr- , ..., . . . . _ • I . i . • . . . _ • • __ . - -- ...... i . .• ' .'.. 1 . .. . ... . .. .... . . . . _ . •iiminommommummumsetwommomew, _ . . . . _ _ 1 - ,Amoirsi - _- - - , 1Em mg I LEGAL DESCRIPTION A strip of land of varying width lying contiguous with and on each side of the following described line: Commencing at the most northerly corner of Lot 12, Block 6, Tiffany Park No. 2 as recorded in volume 92 of plats, paves 34-36 inclusive, records of King County, Washington; thence South 35'27'38" East along the northerly line of said plat 264.00 feet; thence North 54'32'22" East 65.61 feet to the Point of Curvature of a curve to the right of radius 140 feet; thence northeasterly along said curve 2.37 feet to the True Point of Beginning of said line, said point being on the , northerly margin of the Royal Rills Access Road and hereinafter — referred to as point 1; thence continuing northeasterly along Fr- said curve 95.35 feet to the Point of Tangency, said point hereinafter referred to as point 1A; thence South 85'28'05" East 37.71 feet to a point hereinafter referred to as point 2; thence J continuing South 85'28'05" vast 5.00 feet to the Point of Curve- ,. of a curve to the right of radius 30 feet; thence southerly f • • __ along said curve 52.40 feet to the Point or Tangency; thence South 14'36'56" West 32.07 feet to the Point of Curvature of a curve to the left of radius 70 feet, said point hereinafter referred to as point 3; thence southeasterly along said curve 115.84 feet to the Point of Tangency; thence South 80'11'45" East 85.00 feet to the Point of Curvature of a curve to the left of radius 120 feet; • thence northeasterly along said curve 38.39 feet to the Point of Tangency; thence-North 81'28'23" East 66.91 feet•to a point hereinafter referred to as point 3A; thence South 9'49'15" blest 13.00 feet; thence South 7'10'05" East 80.91 feet to the Point of Curvature of a curve to the left of radius 80 feet, said point hereinafter referred to as point 10; thence southeasterly along said curve 76.42 feet to the Point of Tangency; thence - South 61'54'05" East 31.85 feet to the Point of Curvature of t a curve to the left of radius 200 feet; thence southeasterly -- • along said curve 7.91 feet to a point hereinafter referred to as 62.82point 9; thence n continuing u g feettothePointofTangency; thence along South 82'09�'55" East 39.75 feet to the Point of Curvature of a curve to the left of radius 80 feet; thence easterly along said curve 6.40 feet to a point hereinafter referred to as point 8; thence continuing r northeasterly along said curve 58.76 feet to the Point of Tancency; thence North 51'10'05' East 31.49 feet to a point hereinafter referred to as point 7; thence South 38'49'40" East 76.23 feet to the Point of Curvature of a curve to the right of radius 70 feet; thence southeasterly along said curve 36.44 feet to a point herein- after referred to as point 12; thence continuing southerly along said curve 19.86 feet to the Point of Tangency; thence South 7'15'11" West 36.81 feet more or less to the northerly margin- of the Access Road to the Royal Hills Apartment Site and the terminus of the herein described strip of land, said point hereinafter referred to as point 11. The width of the said strip of land (measured at right angles or radially to) is as follows: Point 1 to Point 1A: 25 feet northwesterly of and 12 feet southeasterly of the described line. Point lA to Point 2: 17 feet northerly of and 12 feet southerly of the described line. Point 2 to Point 3: 17 feet northerly and easterly of the described line; 13 feet southwesterly of a direct line connecting points 2 and 3; TOGETHER WITH the area remaining between the described line and a direct line between points 2 and 3. . *11 • Point 3 to Point 3A,- 17 feet on-each side of the described line. _ Point 3 to Point 10: 12 feet on each side of the described - line. Point 10 to Point 9 to Point 8: 12 feet on the northerly side _ and 27 feet on the southerly side of the described line. '' t Point 8 to Point 7: 12 feet on each side of the described . line. .- Point 7 to Point 12 to Point 11: 19 feet on each side of • ' - the described line. - A strip of land of varying width lying contiguous with and on v each side of the following described line: `• Beginning at the hereindeacribed point 12; thence North 81'00'00'East— 19.00 feet; thence North 38'50'00" East 76.10 feet; thence --) North 55.45'00" East 90.59 feet; thence North 70.30'00' East j 12100 feet to a point on a curve from whence the center bears North 70.30'00" East 70 feet, said point hereinafter referred • to as point 13; thence southeasterly along said curve 11.33 feet . -- to 'the Point of Tangency; thence South 28.46'24" East 80.14 feet • to 'the Point of Curvature of a curve to the left of radius 60 feet; - . . • thence southeasterly along said curve 47.81 feet to the Point of .Tangency; thence South 74.25'30" East 104.00 feet to a point 'hereinafter referred to as point 16; thence continuing South 74":25'30" East 52.90 feet to the Point of Curvature of a curve to the left of radius 52.40 feet; thence easterly along said curve _ 95.'11 feet to the Point of Tangency; thence North 1.34'35" West 39.65 feet to a point hereinafter referred to as point 15; thence __ South 71.56'00" East 161.68 feet to the Point of Curvature of a • curve to the right of radius 40.49 feet; thence southeasterly along said curve 33.58 feet to the Point of Tangency; thence South 24'25'09" East 9.62 feet more or less to a margin of the Access Road to the Royal EillsoAaar enint on -1eSitetandly the terminus c_ the herein described strip of land, said point +- hereinafter referred to as point 15A. - Thelwidth of the said strip of land (measured at right angles or radially to) is as follows: - Point 12 to Point 13: 7.5 feet on each side of the described • line. Point 13 to Point 16 to Point 15: 12 feet on each side of the described line. • Point 15 to Point 15A; 15 feet on each side af-the described �'line. • C A strip of land of varying width lyinc contiguous with and on each side of the following described line: Beginning at the hereindeseribed point 3A; thence North 9.49'15"East . 127.10 feet to a point hereinafter referred to as point 4; thence .'. continuing North 9'49'15" East 8.00 feet; thence North 37'05'40"East 32.73 feet; thence North 9.49'15" East 45.00 feet more or less • •' to a point on the northerly line of the Royal Hills Apartment Site • " boundary, said point hereinafter referred to as point 4A. The,width of said strip of land (measured at right angles to) is as follows: Point 3A to Point 4 to Point 4A; 15 feet on the westerly side and 12 feet on the easterly side of the described line. - • _ 64-1 o El .. liet4 _Q • A. strip of land of varying width lying contiguous with and am . each side of the following described line: . Beginning at the hereindescribed point 4; thence south 80.08'45"East 97.69 feet to the Point of Curvature of a curve to the right of radius 120 feet; thence southeasterly along said curve 66.96 feet to the Point of Tangency; thence South 48'10'32" East 8.21 feet to the Point of Curvature of a curve to the right of radius 80 feet; thence southeasterly along said curve 15.60 feet to a point herein- after referred to as point 5; thence continuing southerly along said curve 66.77 feet to the Point of Tangency; thence South 10'49'15" West 6•.90 feet to the Point of Curvature of a curve to the left of radius 80 feet; thence southeasterly along said curve 76.66 feet to the Point of Tangency, said point hereinafter referred to as point 6; thence South 45.30'45" East 30.96 feet to the Point of Curvature of a curve to the right of radius 60 feet; thence — southeasterly along said curve 51.90 feet to the Point of Tangency; thence South 4.02'58"'West 10.73 feet more or less to the herein- T described point 7 and the terminus of the said strip of land. JThe width of said strip of land (measured at right angles or radially to) is as follows: • ..qt- ...... Point 4 to Point 5: . 32 feet on the northerly. side and 22.feet.. .. on the southerly side of the described line. • Point 5 to Point 6 to Point 7: 22 feet on each side of the • described line. i A strip of land 24 feet wide lying 12 feet on each side of the following described centerline: Beginning at the herein described point 13, said point being on a curve from whence the center bears North 70'30'00" East 70 feet; thence northerly along said curve 39.81 feet to the Point of Tangency; thence North 13'05'22' East 5.07 feet to the Point of Curvature of a curve to the right of radius 60 feet; thence northeasterly along said curve 44.87 feet to a point hereinafter • referred to as point 14; thence continuing easterly along said curve 60.56 feet to the Point of Tangency; thence South 66.13150"East 29.83 feet to the Point of Curvature of a curve to the left of radius 400 feet; thence easterly along said curve 108.63 feet to the Point of Tangency; thence South 81'47'25" East 16.90 feet to the Point of Curvature of a curve to the right of radius 62 feet; thence easterly along said curve 69.61 feet to the Point of Tangency:. thence South 17'27'42" East 6i.73 feet more or less to the hereindescribed point 15 and the terminus of said strip of land. A strip of.land of varying width lying contiguous with and on each side of the following described line: Beginning at the hereindescribed point 15A; thence North 24'25'09"West 8.00 feet; thence North 65'33'28' East 94.00 feet to a point here- inafter referred to as point 17; thence North 46'i5'28" West 142.00feet to a Northp46'15'int 28"hereinafterred to as more or lessint 7to at point continuingth north- erly boundary of the Royal Hills Apartment Site, saiidd point ipt on hen after referred to as point 18; thence along said northerly boundary North 80 11 00" West 404.00 feet to a point hereinafter referred to as point 19 and the terminus of saic' strip of land. The width of said strip of land (measured at right angles to)is as follows: • • • Point 15A to Point 17s & feet on each side of the described line. Point 17 to Point 17A: 6 feet on each side of the described lime. Point 17A to Point 18: 6 feet on the southwesterly side and • -••291feet on the northeasterly side of the described line. Point 18 to Point 19: 9 feet on the southerly side of the described line. Note: Sidelines do not extend beyond the northerly boundary line. A strip of land of varying width lying contiguous with and on each side of the following described line: Beginning at the hereindescribed point 16; thence North 9.35'00'East-- 111.00 feet to a point hereinafter referred to as point 20; thence • Lil-- North 80.25'00• West 70.00 feet to a point hereinafter referred to T as point 21 and the terminus of said strip of land. tiThe width of said strip of land (measured at right angles to) is as follows: ._ Point 16 to Point 20: 11 feet on each side of the described line. Point 20 to Point 21: 7.5 feet on each Side of the described 'line. • A strip of land, 15 feet wide lying 7.5 feet on each side of the a following described centerline: Beginning at the hereindescribed point 9, said point being on a • ,curve from whence the center bears North 25.50'00' East 200 feet; _ thence South 25.50'00' West 27.00 feet: thence South 9.06'00' West • _ 58.60 feet more or leas to the northerly margin of the Royal Hills Access Road and the terminus of said strip of land. : A strip of land, 10 feet wide lying five feet on each sine of the following described centerline: • • Beginning at the hereindescribed point 18; thence South 80.11'00' East- along the northerly boundary of the Royal Hills Apartment Site I _ 48.00 feet to the True Point of Beginning; thence North15.00'00' East 270L00 feet more or less to the existing Renton-Metro sanitary sewer Manhole 275 and the terminus of said strip of land. A strip of land, 10 feet wide lying five feet on each side of the following described centerline. • Beginning at the hereindescribed point 18; thence South 80.11'00'East • • • along the northerly boundary of the Royal Hills Apartment Site s3.00 feet to the True Roint of Beginning; thence North 3.00'00' West - 5861feet more or less to Manhole S-1: thence South 65'00'00' West • 700Ifeet more or less to Manhole S-3; thence South 15.34'00' West 1601feet more or less to said northerly boundary of the Royal Hills Apartment Site and the terminus of said strip of land. • 1 TO,'ETITER WITH a strip of land, 10 feet wide lying five feet on each side of the storm sewer ':ne as constructed, said line commencing at Manhole S-1 and thence running in a northerly direction 400 f , more-or-less to the-lake. • - • .• - eet V FILED for Record at aiquest ad o ,e- ' -Qe4. -OFFICE OF TOO.art'ate= .o ammo �LT_ANI(/r,. a.r y �.t, vE 3QVTH I • 411 .sso311313.?• d �Q2A3il0 • I- F+ .LI E .ild 5 991 X." _ •J.:: (23013003V i 3 L 4 1 .i. _ _._ .. .. . _... . . . . " . ... ....... IP •. t. 11{- - �� ., --- . - ; • I ,• is FOR RECORD AT MET vF itECLJ L• evia s+►i e7i06.:17 *1394 E .. ffax5rnremnans RECC F 7.00 REXTa{IGiIQMBIDE CASHSL 2m Yims" Jun .' 2 °. ;" 1R7 - o0 • mTl�,u RECREATIONAL. EASEMENT COME NOW the Grantors herein and grant unto the CITY OF RENTON a non—exclusive recreational easement over and across the td" following described real property: 0) ;++ See Exhibit •A• attached hereto and made a part hereof as if fully set forth herein. • Grantors further agree to not permit any other easement or use of the land which would interfere with this recreational easement. DATED: I a. . 1987. STATE OF WASHINGTON ) SS COUNTY OP RING ) • Itify that I know or have satisfactory evidence that and signed this instrument and acknowledged it to be h. ree and voluntary act for the uses and purposes mentioned f in the instrument. DATED: 1\ 3. 4 87/ 0 Nota -ublic for he St of Washington My appointment expires: tlic1Si CITY:31:4/24/87 Elf;ISE TAX NO r. _..._ • it(a. a.0ivi;i�.: • • EXHIBIT "A" PLAYFIELD EASEMENT 4 That portion of Section 21, T 23 H, R S H. W.H. , in King County, Washington being described as follows: Beginning at the intersection of the northerly margin of SE Royal Hills Drive with the south line of Bonneville Power Administration Rocky Reach-Maple Valley No. 1 Easement, thence N 35°27'06" W, along said northerly sargin of SE Royal Hills Drive, a distance of 26.27 feet. to the centerline of proposed Royal Hills Place; Thence er N 54°32'53" E. along said centerline; a•distance of 4.10 feet; Thence • CI C: along said centerline on a curve to the left with a radius of 90.00 e4 feet, a central angle of 58°40'39" and an arc length of 92.17 feet; r. Thence'[N 04°07'46" W, along said centerline, a distance of 183.65 • feet: Thence along said centerline on a curve to the right with a radius :of 200.00 feet, a central angle of 67°19'23" and an arc length of.23540 feet; Thence N 63°11'37" E. along said centerline, a • N distance of 162.19 feet; Thence along said centerline on a curve to on the right with a radius of 200.00 feet, a central angle of 38°42'48" and antarc length of 135.14 feet; Thence S 78°05'35' E along said centerline, a distance of 129.74 feet; Thence leaving said centerline S 76°15'09" E a distance of 840.30 feet, to a point of intersection of the[west line of Government Lot 4 of said Section 21 with a line 167.5 feet southerly of the north margin of Bonneville Power Administration-Maple Valley Loop North Line as measured perpendicular frets said margin; Thence S 80°23'40" E. parallel with said margin. a distance of 634.26 feet: Thence S 32°17'l0" E. parallel with said margin, a distance of 248.67 feet, to the westerly margin of the City of Seattle-Mercer Island Pipe Line Right-of-Way; Thence S 28°25'18" W along said westerly margin, a distance of 233.09 feet; Thence southeasterly along said margin on the arc of a curve to the left with al,radius of 814.46 feet, a central angle of 30°00'02' and an arc length,of 426.46 feet; Thence S 01°34'44" E. along said margin, a distance of 112.48 feet to the southerly margin of the Bonneville Power Administration Rocky Reach-Maple Valley No. 1 Easement; Thence N 32°17'10' W along said southerly margin, a distance of 502.75 feet; ThencetN 80°23'40" W along said margin, a distance of 1648.18 feet. to the True Point of Beginning. Subject to an ingress-agrees easement over the westerly 16 feet. • therro , lying adjacent to and easterly of the herein described cen erline of Royal Hills Place. Subjec: to slope t over the westerly portion thereof, as • necessary to construct said Royal Hills Place. Subject to future utility easements as may be necessary to develop the 'Parker P.U.D.' Subject to easements of record. • • • • • • .--..-I I/ I CITY OF RENTON, -..-� y'•:�. Y o'er or ►U OLIO W OA RO a lam—` .� 1 3N PLAYF/£LD EASEMENT . ,0,1... ......:1%005.11:--..,-c.::14"--. 1... ----"'1\s ...• wit / .,� ---"'\\I !if_ -_,,e-o- u \‘,. ,\ „ • ,u .,,,7, ------------ /c I L'............::::�j I '0. ! \ 0 >> e�NNEv! i ) •-: i ,o..•., y- or q pM1N1 , R�.�..-r'e '►•v.e•,..t,4.. QE 2 $TR � `Q _M_a�n N..in � EM�T• )/ • i , I. \ •�.� • / I.[. b141 MU/WIVE ...,tee, ,• •/ \ 1. •i. • .�... • tGeTZ.T904E1 • • L L , id-4(,i7t • • UTILITIES /1 EA ! M E N T THIS INSTRUMENT, made this �.l _ ��Y of �lhu i9�� - by and between Chris C. Leadv and— Penny M. L�+adv Michael Rod ere and Marcia A. Rod -re C.A. Parker and Kathleen Parker I David F. Morgan and Beverly A. Morgan hereinafter called "Grantor(s)", and the CITY OF RENTON, a Municipal Corporation of King , County, Washijngton, hereinafter called "Grantee". WITNESSETN: • That said Grantor(s), for and in consideration of the sum of S o paid by Grantee, and other valuable consideration, do by these present's, grant, bargain, sell, convey, and warrant unto the said Grantee. Its • successors and assigns, an easement for public utilities (including water and sewer) with necessary appurtenances over, through, across and upon the following described property • C7 in King County, Washington, more particularly descr.ibed.as follows: . n - That CV King County. Washington lying47.50 feetotoof Seotin2both sides,1. T 23 N. Ran measured .in c0perpendicular, of the following described centerline: Commencing at the northwest corner of said Section 21, thence S 89 00'24" IE, along the north line of said section, a distance of 1132.16 feet, to the True Point of Beginning of said centerline; Thence S 69118'14" E a distance of 62.29 feet: Thence S 83 09'00" E a distance of 217.92 feet: Thence S 02 08'37" E a distance of 159.15 feet; Thence S 40 08'12" E a distance of 77.10 feet; Thence ' S 22 26'01" E a distance of 105.76 feet; Thence S 23 38'52" E a distance of '153.73 feet; Thence S 80 07'50" W a distance of 172.56 feet; Thence S 69 30'06" W a distance of 302.27 feet, to the westerly margin of proposed Parker Place and the terminus of said centerline. 88,02!11 M0613 D • RECD F 6.00 CRSHSL '"* +6.00 11 . • • - _ m • r • • r zr .n . v P. -. EXC:SE TAX NOT REQUIRED co Recardt DiKsion r 1 • , rl ..., FOR RECORD Pi f ubl:ali 2F UE/1-1 0 _•i:t71..LiiIriM a;.. ::Mau cis. IA 7 �( 1 . j L y • • ��• _ _ — • Said heretofore ■errtioned• grantee. its succesiors hmayave bethee right, wt��teprior rio nnotice or proceedingor �atiuc. shad of cbesnecessn p° said above described property 1peraw. at sucht tires s utility, g, maintaining, repairing, AlteringPreco st fort the said Obligations makgany yconnections therewi or reconstructing therewith. without coos incurring any legal taming, or In liability therefore, provided. r;at such construction. main-taining ed io such altering or reconstruction of such utility shall be ar coaps15hed in shalluchna ot be that disturbedprivate inpr°vements existing in the • • disturbed or damaged, theyo will be re . or damaged, or in Nghi tisturbedy beamag the placed in event theye are Property was enteredas gOth a condition as they were • The Grantor shall fully use and upon by the Grantee, including the right to retain theenjoy the •aforedescribed if such use does not interfere wit right to use the surface of said mright_ • • line' However, the grantor shall not erect abUfldtion and maintenance of thee utility , - C7 or across the right-of-way during the existence of is or structures over, Y • .Dsuch utility, under_ O This easement, shall be a ing on the Grantor.sme : = covenant running with the land and shall they are the lawful uccessors. heirs and assigns, Grantors be bind- CD owner of the above rs have covenant O t rexecote4is properties and that theythat / agreeeent. have a good and and //�. co CO and ___fl�"/'�Yr i r% -, and 4+r GK. C / • and STATE OF WASHINGTON ) • COLtiTY OF k.ING ) SS I certify the undersigned, a notary public in and for before certify at on this/drday of -6'/ <, .Lc th19St�a•te of personally ton y'• hereb and ch-:Q Y personal y appeared••:,: and eadv Mien Rod era Pennv M. Lead - and Z'°" arKer Mar od and David F, & Beverly ' at wen Parker in aria wn0 execute 1�ior¢an ; to me town to signed and sealed the oregoing Instruc�ent, and acknowledged dthat ua4,� ascribe and.Purposes therein eeentioned free and voluntary act and deed ,or. • t»e uses" /': ..._. ... , ., . • Washington,otae a tate o residing at • • UE/)-2a i ' I , t • • f.s - • • • • 'I'ILITIES /1 EASEMENT THIS INSTRUMENT, made thls28thday of December by and between Chrie C. Leadv 9•�7; and Penny M Leads Michael Rodgers and Marcia A. Rod¢ers C.A. Parker and Kathtecn Parker David F. Morgan and 13^ye rI V P. M r hereinafter called "Grantor(s)", and the CITY OF RENTON, a Municipal :orsoration of Xing ' County, Washington, hereinafter called "Grantee". WITNESSETH: That said Grantor(s), for and In consideration of the sum of S aid by Grantee, and other variable consideration, do b these przsents, grant, bargain, sell, convey, and warrant unto the said Grantee. Its successor and assigns, an easement for public utilities (including water and sewer) with necessary appurtenances over, through, across and upon the following described • in King County, Washington, more particularly described as follows: Droperty CDee 02%11 M0614 D CDRECD P 6.00 CRSi-ISL +•:»..�.CK 11 A 25-foot wide strip of land situated in the NW 1/4 of Section 21, T 23 N, R 5 E, W.M. , in King County Washington, the centerline as measured 12.50 feet perpendicular -to both sides, being described as follows: Commencing at the northwest corner of said section thence • S 01°41'30" W, along the west line of said NW 1/4 a distance of 384.50 feat; Thence S 88°18'27" E a distance of 12.50 feet, to the True Point of Beginning of said centerline; Thence S 01°41'33" W, • 12.50 feett east of and parallel with said west line of the NW 1/4, a distance of 468.00 feet; Thence S 88°18'27" E a distance of 92.00 feet; Thence S 01°41'33" W a distance of 181.56 feet; Thence N 70°56'33" $, parallel with and 12.50 feet north of the southerly margin of Seattle City Light Company's Diablo-Seattle Transmission Line, a distance of 1085.01 feet, to a point hereafter known as Point 'A' ; Thence continuing N 70°56'33'• E a distance of 32.13 feet, to the centerline of Parker Place, a proposed street in Parker P.U.D. and the terminus of said centerline. Together with that portion lying southerly of the afore-described easement and westerly of said Parker Place and northerly of the following described line: Beginning at the afore-described Point 'A' thence S 54°54'28" E a distance of 46.45 feet, to the centerline of said Parker Place and the terminus of said line. C a. • • EXCISE TAX NOT FE 1Ii',ED xr.g Co.Aocordo C,-.,sam t:�.i i OR RECORD T- . ,F _ Deputy : •r,— r AT 1c>:u��a „ — UE/1-1 C'...' rir.?afW I.' ..':lliw nxPa 4i z4t,WA 3,31,5 II • • • 1 L — Said heretofore mentioned grantee, •its successors have the right, without prior notice or proceeding at law,eatiu • than may be necessary to enter upon said above described at such titres as • of constructing, maintaining, repairing, altering or reconstructingtructingesaid purpose utility, or making any connections therewith, without incurring any legal Obligations or liability therefore, provided, that such construction, main- taining, repairing, altering or reconstruction of such utility shall be accocvlished in such a manner that the private iaproveaents existing in the right rights)-of-way shall not be disturbed . or dame5fi disturbed or damaged, they will be replaced in as or in the event they are immediately hei.,re the Property was entered upon bgood ay the 6 rannt eicn as they were tn. The Grantor shall fully use and enjoy the •aforedescribed premises, including the right to retain the right to use the surface of scid right-of-way if such use does not interfere with installation and maintenance of the utility line. However, the grantor shall not erect buildings or structures over, under or across the right-of-way during the existence of such utility. / • ..°i • This easement, shall be a covenant running with the land and shall be bind- O: 1ng on the Grantor, his,occssors, heirs and assigns. Grantors covenant that _ they are the'lawful owners pf the above properties and that they have a CV lawful ri, t execute s agreement, good and Q and ��'/- L�, .. and ( 1 •1 / 1t�i' and � � . • / - and / � STATE OF WASHINGTON ) SS COLUTY OF KING I. the undersigned, a notary public in and for the State of Washington, hereby . certify ne that on this Wx day of Occr,b,r:c/t 19 ei 7 personally appearedb and Chris C. Leadv and Michael Rod ers Penny M. Leadv 1 and C A. Parker Marcia A. Rodgers and David _ & Beverly A. Moie7 Kathleen Parker • in an who executed the oregoing tnstrue,ent,nandnacknowledgn to be ed thatua s oescrlb� signed and sealed the same as Fi,C free and voluntary act and der and purposes therein mentioned. or.the uses rf 1 ota►y uo c r n an or a Late o Washington, residing at �.F,�n • • 1 • i UE/I-2a I r I t • 1 • SITE NAME: Maplewood/RENT-O I3 . F L.ED;FOR RECORD AT REQUEST OF AND WHEN RECORDED RETURN TO: Sprint Spectrum LP. 11000 NE 33rd Place,Suite 200 .Bellevue,WA 98004 UTILITY EASEMENT ORIGINAL ••. 4— • THIS U1Zr.ITY EASEIv¢NT � ? , ("Easement")is made and entered into as of this )S"'day of d AP`'I • 1997,betty, General Acceptance Corporation,("Grantor")and SPRINT SPECTRUM LP.,a DeIa i Delaware limited pe tnership(-Grantee"), i RECITALS: I A Grantor is aftowner of a certain parcel of realpro t Washington,more particularly described in ;hibit A attached hereto and made a to Ong County,State of i Property');and part hereof("Servient B. Grantr_is the owner of a leasehold interest in that certain parcel of real property in King County,State of Washington,moreP Pe d madeadtea part hereof("Benefited Property"): Particularly described in Exhibit B attached hereto and a tit try ):and C. Grantee has requested,and Grantor desires to grant to Grantee,a nonexclusive easement DC 1 O which is appurtenant to and running with the Benefited Property for the installation,maintenance and operationiof utilities over,across,through and under the Servient Property.upon the terms and conditions in N hereinafter set forth; L7 O In consideration of the sum of One Dollar(S1.00)and other good and valuable consideration,the I i receipt and sufficiency of which is hereby acknowledged,the parties hereto,intending to be legally bound, v) hereby a_•?ee as follows: ` 11 Grant of Easement. Grantor hereby grants to Grantee.and all subsequent owners of the s f Benefited Property including,but not limited to,its respective heirs•executors,administrators•successors, and assigns,a PP '•perpetual nonexclusive easement which is appurtenant to,and running with the Benefited Property('Easement'),which shall extend for a period of time concurrent with the leasehold term of the Benefited Property.for the purpose of installing,maintaining and operating utilities,including but not r. limited to electrical power.telephone(includi-g fiber optic)and natural gas.to the Benefited Property over, • 4 across,through,and under that certain portion of the Servient Property("Easement Area")more particularly described in Exhibit C attached hereto and made a part hereof. t 2. Binding Effect. The covenants contained in this Easement are not personal,but shall run with the land and shall be binding upon and inure to the benefit of the parties hereto and their respective r heirs.personal representatives,transferees or successors in inter:,. li Appurtenant Easement. The Benefited Property is adjacent and contiguous,or near to I the Servient Property and this Easement is granted for the benefit of the Benefited Property and.therefore, is an casement appurtenant thereto. 4. En In the event of a breach of any this Easement.the parttre�hall be entitled IC,any and all remediesf tts equity,including availablen the covenlaw or in or forth in 1 ' hut not limtticd to the equitable remedies of specific performance or mandatory or prohibitory injunction issued by a cnurt of appropriate jurisdiction. The panics hereto agree that in the event it becomes necessary i . • •0'.:1.1 ,.- i:.i:lei r,4--_.a. :,;r.-..:no*. 0A .S' a•t•ri.....,r. *er-!=e 2,1...0 T"' 1 �L . - . 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CORPORATE ACIO,IOWLEDGMEN7 STATE OF WASHINGTON) SS.CO> OF KING) ORIGINAL • On this ay of // the State of Washington, P. ,1997,before m to me knownto duly co mrss:oned and sworn, e'the rsi ��n,Public in and for ' tobe (�', Pa ship that executed to the focegoing[ of Sprint pecttum LP., • voltmtary act and g g instrument and acltnowled ed the Iimthe • that be isr ctdeed of said corporation for the uses and purposes the said instrument to d be the free andd authorized to ex • • e sato , r.... . P tposrs therein mentioned.and on oath stated 'S ;r WITNESS my . , . off.al sea!beret zed the day and year first above written. i i. Notaryt• bi• ' d-for a State r • Laing atA . III County (' My appointment expires: W2 /g7 co CORPORA TEACKNO t WI EDGMaI i STATE OF WASHINGTON) jr] i ) SS.COUNTy OF KING) .. a 'v7 •On this/� av of Qom, d the State O W `., • 1997,before me,the undersigned.a Washington.duly c missioned and sworn,appeared �{_ ° Public in and for to me known to be �h"...44-#-Li-1.1-t- of General corporation that executed the foregoing instrument and acknowledged the said instrument not to be the free and voluntary act and deed of said corporation for the uses and rpotau°n the that he is authorized to execute the said instrument. purposes[herein mentioncd,and on oath stated WITavESS my hand and official seal hereto affixed the day and year ��7 Y first above written. , .,,..,•~'PEA Bp .�of WA �� ••, Note Public n and for the State of WA `�° I i . . ? aily residing ui11L_�• Count i zr 24 , pzd%� MY aPPointmert expires: 7r�v��s _4,...,7_ . 7. ilkP,8L1 1 • • .. �. w"+� _ S .? _i.��'- gyp•, / 1 • • • ORIGINAL :. 1 Exhibit A Legal description of Grantor's ply Legal description of Grantee's leasehold property. Exhibit B: i I Exhibit C: Legal description of the easement area per survey j. j � 1 ro I I i i o i • I 1 t • .I I , \ • 1044 . • When Recorded, Return To: Sprint Spectrum L.P. 14000 NE 33rd Place, Suite 200 Bellevue, Wa 98004 • DOCUMENT TITLE($):lttmty Easement GRA OR(S).General Acceptance Co"oration • GRANTEE(S):Sprint Spectrum,LP. • LEGAL DESCRIPTION: That portion of Section 21.Township 23 Norat,Range 5 East.W.M..in King CountyW . ashington•described as • rz Q)IO Beginning at a point on the North line of said Section,a distance of 1000 feet West of the West fine of Government said Section: Q THRICE Southeasterly t 121.85 feet to a Lot 4 in • (*� West One of Government 4; point 9 0 feet South of said North line of said S THENCE Soucteaste ec5ort and 380 feet West of said ' • �! rty 466.77 feet to the point of intersection of said West tine of Government L7 Southerly of the Nortrterty margin of the Bonneville Power Adminir atian Made Valley Loopent Loth4 with a ea ured feet i Q peenbcular from said^a^rn: North Line.as measured THENCE South 80'23'40•East(Soutt 80.10'30•East).parallel to said margin.634.2 feet: THENCE South 32•1710'East(South 2•04 00•Caet) parallel to THENCE e Island (S to right of way:s sondesaid m 248.6:feet to the Weste 1II c Souaterty,along said margin.to the poi condemned in Kati County Superior Cour.;ease Number 4861 0; AdrriinCESon e • React Ma point of inter-,action with the Soutttweste THENCE North 32.1 Re WestReach-Maple Valley No.1 Transmission Line; rtY margin of Bonneville Power S THENCE.N North •��•West),along said margin,502.75 feet orm 80.23'40•West(North 80.10'30•West).along said margin.1648.18 feet to the Northeasterly margin of • • Southeast Royal Hills Drive as conveyed to the City of Kent under Recording No.7502070394: . THENCE Westerly,along said margin,to a �+ Secton witch is 638.89 feet East of the Nor west cameeof said Section,as measuSouth 09'30'00'East rred along said North line; om a point on the North line of said THENCE North 09.30'00'West 1475.83 feet to said point on the Nona line of said Section 21: ) THENCE Easter .alongrA tY said Norm line,1014.54 leer to the true"' point of beginning; — TOGETHER WITH the(allowing described parcel: 0 • j Beginsino at a point on the West line of said Seddon,a distance of 1255.40 feet South of the Northwest Tamer thereof: of:THENCE South 34.54.30•East 940 feet to the Southerly margin of said Southeast Royal beginning; THENCE continuing South 34• Hills Dave and the We point of y 9 54'30•East 55 feet to the Southerly margin of Bonneville Powert Reach-Maple Valley No.1 Transmission Line: THENCE North 54.24.00• g Administration Rocky •r East,abng said margin 830 feet to the Southerlymargin of said Southeast Royal Hills Drive; 411 ) = THENCE Westerly and Southe.-ty,along said margin,to the true point of beginning. u Y Situate in thelCoun;y cf King.State of Washington. ASSESSOR TAX 2 PARCEL NUMBER:212305-9068.03 EXCISE TAX NOT REQUIRED I REFERENCE NUMBERS tf Co.Records Dtv(zicn o OF DOCUMENTS ASSIGNED O,R REL / r / / EASED: RtNT•013-20 6t &C�l1 4,'/•'• .DePutY I. . • • 7�•,•��` � � 3.• e I �/ ' .i Yi� ;:jT.+L' r7^. :c,..y-+�•T..,r5+� _1tib {'\Li .• 'Ai .,- Y. ^Y"T mil d_`.. �., ii`'• 't••••'• -•:•- f `t • `..:.. .•`y r nlvr , ~F" r ... .4, I \ Order No. 1211605 "SCHEDULE A" Exhibit o ORiGINAL (continued): 4. The land referred to in this Commitment is situated ' State of Washington, and is described as follows: 1° the County of King That portion of Section 21, Township County, Washington, described as followsNorth, Range 5 East, W.M., in King Beginning at a point on the North line of said Section, West of the West line of Government Lot 4 in said Section; THENCE Southeasterlyof 1000 feet 1121.85 feet to a point 940 feet South of said North line of said Section and 380 feet West of said West line of Government Lot 4; • THENCE Southeasterly 466.77 feet to the of Government Lot 4 with a line 187.5 feet of intersection of said West line . the Bonneville Power Administration ValleyMapletherly of the Line, as s perpendicular from said margin;* " Northerly margin of Loop North Line, as measured THENCE South 80'23'40" East (South 80'10'30" East) , C,: 634.26 feet; '"{ THENCE South 32'17'10^ East parallel to said margin, .•• 'D 2G8.67 feet to the Westery margin 32 04'OCitEast p the of) , parallel to said Island pipe line right of way as condemned in King County ySuperiortCourt rCause sNumb 486190; L THENCE Southerly, gsaNumber • C Southwesterly margin of AdministrationBonneville d nPower, to the � intersection with the cn Valley No. 1 Transmission Line; Rocky Reach-Maple THENCE North 32'I7'I0" W st (North 32'04'00" West) , i felet; along said margin, 502.75 3 THENCE North 80'23'40" West (North 80'10'30" West) , ; feet to the Northeasterly along said margin, 1648 18 r the City of Kent under Recording No.S7502070394outheast oya1 Hills Drive as conveyed . THENCE Westerly, to y, along said margin, to a point which bears South 09'30'00" 3 from a point on the North line of said SectionEast Northwest corner of said Section, as measured along hsaid 6North l38.89 ine;E s� of the w THENCE North 09'30'00" West 1475.83 fee said Section 21; t to said point on the North line of THENCE Easterl -,i � y, along said North line, 1014.54 feet to the true point of beginning; TOGETHER R WITH the following described parcel : • Beginning at a 1 point on the West line of said Section, a distance of I265.40 feet South of the Northwest corner thereof; Tr.E;iJCE South 34'S4'30" East ast 940 feet to the Southerly margin of said Southeast i Royal Hills Drive and the true point of beginning; •` THEr�CE continuing South 34.54'30" East 55 feet Bonneville Power Administration Rocky Reach-Maple ValleyuNo. 1y margin of . Transmission . ` k Line; to the THENCE North 54'24.00" East, along said margin, 830 feet to the Southerly . i=' margin of said Southeast Royal Hills Drive; f. THENCE Westerly and Southerly, along said margin, to the true of begil,nning. point of 1 `- Situate in the County of King, Stare of Washington. . r V•...xt,;.C. .... . _'3 ...u.`. :"2..k•�j:.....y; Ali•,. :;� •'•_ ... r..._:-:"r- s-.. • . 1 • 1 • ( f 1 1 �� usaaD 3uan aISfJLLLZ t:u�xT . is Trs r asrneicr or L1LI "'it.�t `:. Y f*CW Lr2U DIVISION _ _ , s UNZ Sri= Of A) .1C.&, Si t P.titi•oner, 1 Ci•,u :.c. 'rt $ h rY a T. DSCLL•LArxr1t r,P Tom, 8OBt.'! T11.'ZPIC P1 TTytY iLUGDtTILJ! ' st al.a . . '..Mots male 7a:2y L3, fir - , ,r (.3.... , r .14 eil) 0 .T DlsstlC; CLLX.t tc I, 'IX. A. P..UL_, Ikcsw_2.10 Power Adniniatrator, under and •� II virtue or the prv.ristions of r: ALL Of Congress' approved Petit . 26, • t2 1931 (!.6 -'tat. '-=-2I: 40 ; L'.3. 1'iil R:., .+a. 54 n), do hereby .. a f ell and file tthia '-Jn41aratic.h of Tak:.•tz and do hereby estate and declare: .• IS 1. The Act of Cor.C-.sa a.•••pr_v.ai Aucuat 2C, 19 5 3. •- O m is lb U.S.C., 195:2 act., ch. 123), asae+rYlod, together ul ih Ps:1.lu Nonce04 C Act. 1939, tarsi ...ptemb.r i, 15513, t]a Act or Con:Seia N ..droved JUna 2G, 1'51.2 (63 :;tit. ;T3{ 5 U.;J.C., 1952 ad., sac. 133:), v. t' Ft.orrisaticn Plan No. 3 of IS SG (15 73•. 3174), ca.-ynr go. 2563 or t.5o oret& of Lhc Intari.cr (15 T.P.. 3193), ant Crder No. 1753 0: ttt. r .".o • 29 S.arrt ary of vv Zata.-+�:, as c:cdod i (23 P.R. 97Cr1), authurisas u, I :, 2i in the nano or the Unitod Jtata. or ,lt:o Ica, Lc, cuT4.irc iha lead and z: . the p'c'D ul eaarerlt deioriDed in the conchae satiea er..71♦c..t in Lha s above entitled p ooa ding a:ri daaoribed and ..t forth hartL:bslcnr. the 24 laid la: of ku,91st 20, 1977, hi aQtrs'ed, and t:a Act or Coarrysta approved 25 AU,SUat 1, lean (25 nat. 3571 1.0 U.J.C., 1952 ed., sec. 257), as as.odad, . 2! asrtha:is. th. United Statism to aarti r, maid lead a- parpenual. ..fit 27 ' by oondesrati•on. Tho pabl•!a ties for tie-sh egad land and said potsyetzul 22 eaaercat arecuirsd and taken is tha G' T_.`,r 'f r', ,S�•'LS'•�yA7q,.'._e 1, r. ��t�•� .. .L• -~t.a:' ..••Is•IaJFa�4 1 s is_ N. •►•^'•y w .al � P '5 4 't: lw .4"•44.el•'.i•-'47�i yAF r.7L.'Jar�1; �$ • . i • !`l 1. `f.•;j...�.i ±.AL _ •`•- - �'1' .:'.'.T �'�.l ..;:.�t_•r_r.wr• :�.. .r : '50-.i'� •:': ". . - :;;;Z•a ik.::,'�L�o:--470;LAi'rt� J ..`.u_4._.1:'_ .. y.}`•!`r.•.e•••:„:- .':: '.:v.�•.--'' [ • ....a, ' • • • -.1:.. -.:,.-5,:::. • ...v.i.1:74114c*:4-•7 ?:•4:74.r•-•:-,••••":4;%••••'..:-11..4.:...-.•••.-4...4.1!:-. ''4......' NAlift'•'.."*t•4:3.41.`,:i.....,r4i4r11,V1.• '4'1."• ....• 77. • - —.._ n. 1. , • I • • si • , • ' 1 .. • • .. •?..‘......• • .• . _ f:.• . . . . . . 1.: ... . ! .C 0 pw..r..0:'..•' Z. . • • il•••.'' a . _j I\ • .t . Tz,k-r- Z • . 1 altaahed and br r :arscao vale a part Lerec:. - .---- - :_ z 3. A P . in Lau sheets, horatu attaahad as tshibit 3 and h7 1_ . . . . 2: ; reearenee sada•a port-hare:or males, colored to ptrpla, the land doearitiod - • '. -- '.4 in itaid teditthiL A mot horeh7 tailcoat ad,•colored la rad, Ma Lcc.I crrer . - ..,' . ,. & titi.ah tha riel.- t-1.47 Ileactibed Ir. s4.111 talcitat. A la takors. . . .. . 1 /.. .. .4 amount estIzated by a e L be lust cul.pumtatton tot- the tahL-4; I. -. . ,7- CZ Acid laci and said perp.- Lual ..4.44=ont La Casa 1:423.Lrod ZI..x 7.s.-..cAusand . .;. • . . . • Dollars ile6,=.C:1), ana I herth7 dirpoalt. -Aid sun of Cr... itundrad .74.4 • -,•• 9 1..lattaiwzgi rocalara (i1CG sO(4..C.C) 1.-11.4: u..e: ra•-•st.17,- a: t.h.ta Nonorah.L. Cuurt •..• --.., ...o au:: use or thort pvrocata =-..titlact thoretu. 1 .1‘7. tr..r thy arpir.L on that .• f...t t .. . laq tho ultimata .4.1.."-ct par- • •• Z z .. 0 . p.a.-L=1:;. ewe:cant. prv.ha.b1 aLl...1 14: lc:.C.1.1:1 t.::a 11..:41ts: preocri'mat q•,,- C.o..- C.) 3 1 N grew: on that pricy La L. paid t!:•co:-...f. 141, 4 . •••••i ?fad, TV221.7.7C2-.2, I, t.!:o ao.:-.1 :a-.. A. i4....r1, .:unnovill.. Pc-uirr A:1=1;as- -01. 5• tratOr, do harok.7 st.t.to ar..1 dsclaro L . t.`.. a•41.1 Lind and &aid perpotual ?.. -.. ai......... ...;.:.... ,.. 84.e:cant aro hor-elri tedcor: la: t.1-.4 r.4.-..: 4...z.1 :,-.4. t...--a LLINS Ur tho Ur-Lt. ntates . 5. 7 • or 1rico under Lila :at' ,rity s.--.1 Cc r tit.: ;,..cti.1.3..: =zoo and 7.1.Lrtae. :ore- ..... • ti• ..C.: ' d ...I ...;`_.;1 i • iff IN 1.21.1=7; hr..C.I.C.,:•", I, ',It. A. W.k.:-.1., ::co-...-arellle Pt•wor Meziat.3 2.2-1!...3 r, i ...": -..•1 . .1.1. 0 1 2 3 4 6 birin.,3:11arOWILO d241,7 autl:c:-'-zsd, Nato 4.10tod Ulla z..clarstian .: l'ade.i.4.; on this 21 4,4, GI- AL:....„, 1.:15,,. 1 .._„ 1 I 1 i....G '41" A r4c----1-" tar . .• _ • .... -,- ,.. . . ) :..•, - 1 . . I I 1 1 7 1 ; I • . r• . PA,*1 it"''.'•..•I: .: :p' . . . .. ep.1 71t,'',1•.;.1.::::;.7•,,q;••••••`: .•:;•:i -. . ..,. .....1... ...i...... .0.. ;•.. .....t; ..,. ..r . ,..r i ....,... .,..•1...S 2 J . Z....*:::.::::„.'"..".•%• ...1......b.‘.....:4'•,.;,.::1..: . . 'I.4..' .-..•• ' ') -••••.`i • .. :•-:1 . ••.; ...:4 a. -`: 7.•-...°• ...,h3;F:..,.:,..:•*:_•_1-'1::.2.-I.t : . .•-.:.. .:• • - • . . . . • 1 . . ' .. :,P• ... . ,.-4.•• ;•••.471:1:Zc"'''.'1•'••''..Z;‘.',..•••4.?-1.i:'..,...4';•*`'',.k'e•-"e''••••••"..",i;:-‘17::"... :;• ..-Vg,--•: •::::',1.-.Z2:X4.-;-+:•'a-4::-%-7,,..,•,-. '''.-11';:t7.•7•7777..N.,...werft=g-.,.5.. .,, 4 I.,.4 ••—;.- i.r4.--:‘,:.;„,•71...:••,.........17:2.!.........7...10._.• ....;) ....•:•,1„.....,7,...,_1:::•,....,.f.....,..,:i.,‘,......_ ._::-i•L':.--...--..,.t.,',7...1 1'. ..74:27.:.-1 ..t•.r.,•::..."-y?:.1"...-.4.7‘.•.rC,-...-T.i:-,-;=.,;.'1.". -' • • .'""q'"!..11..it.." C.;:.;-.7..•-•,;:.•Z:,...,71.":.;ir...':: " "'S:11::--.77!...Z..- •=`•r:.-7.".• - .....••:,•: •- +, ..;.. • ..t•-•-.-- ,-.• _. , • • . 1 • • • Y \. 1 7 llZT.l1IC7: :ITF 2 PARCEL 1 • Fee silo title ... 1 j ` I .' t 1 i to a tract of ln.:d is Lh. ,t-•, - • . .,; scan t:.e 4 it:Z$•.71 cf Section 21. Township i) 'forth, Ra.r. ; Fj.:t of the S 111saette RrriQian, Xing CoursL + 7. �►rJningten, part:c ninny d!acrlLcd i r 6 a: f•uoes: • 17 Dexinninetset a psirt en the lest ling nt said :'ctlen 21, e3 said northwest oint aging 1• L1• (,r;.. a Q13Cance et 12G5-t. f.r!corns of sal,/ Sectlrn 71; thence S. :a." '• Cr._ a distance of 977•R feet; thence Z. r •,, t 823.09 feet; thence S. I• op ',`r W. rl distance cf the 50' ''. i . a distance of l'•R.) fe.•t to 10 easterly boundary line of the lrJLfret strip of lard for WI. City of Seattle's Cedar River ?1.o1ir.e: 'thence U. i.1• 51' S;,I :. along said strip a distance c: 72.3 feet to Lhp west line of „•:y 11 Suction 21; thence northerly aicnp the west line cf s:,L1 :net:al 2: 12 to the hint of beginning, enntaining ;•.91 acres, more or less. 1 • i{ A pe^f_rt,.. eases.1 15 to c=._ s+car t, ct:n air., r.:a:_r, r•1v•lr' • er•erats and patrol of ht . =lif, - li struc ttres with c::.'uctr,r and rrcos_,rJ aFFrtrt.narr_r.s, w^a •t•.. f•tr_ CD• 17 then right to clear the riphr._•f_, , ay •r•re.rt:tftcr sic_• Z 1t' cr:teo are to Ci keep the sarrc c l.ar of ' i hrt_J • ti e rr. i nrla� �1' l^ structures :J d - 'M ?l/ fire hazards (frowil .!, linerr ,r, that LJ v,rls fire hatar:e".^^ `' :hill not ircl :r:. irrxlne. crr.ps), an0 In dispose of :uch trasl,i 4 • •.,, '1 tl=her anti Inflammable -Ann-I,:t•-a 1.7 sale nr otl:-r eenns In such a .�? nnnn^r as ahnll nit ere,ll. - !:re ha-Lan!: sub sect; he ev.,r, to the 3 �3 I•"i:l to road::: =ut.�, ct also t.� ::i :i. the eenL11,1.•d use andnn1:.1•,,, ...{„/:.•,: ,.f •,cistt.t}: ;.rivate roads, pares a.:: `�4 25 conduits, irrl at F. 1 draln,l+'e tires_, 'JiGehas and canals, and at9 .cn .. 24 ' p+allc ut:11t7 lines., to this nsercis, of existing ea:eeenLz and - 27 licenses therefor, and to the exnrclse of existing mineral rights; • -c; 3 over and across the folle.l + w' erg described it ed rand, to wit: N •-a o • .1; Jo. COPY 29, +r n LI j; �'! '-�. i t`. ♦.. �;� `K=.ewer - }-i' �_.�-i :-� j _j' =7-Y•'.._ `•��!- ;. _ ,. _` -A:_•...=a.' :' ` x' e. r;'�_'�.- .-`1-mot: .H?_..._I':. .7i'ti..�_�: ` _ . �'� •i a.awl�.`-f . ,rl:,_o .',. • • • • 1 -� ��'[ (TRACT ?-r-./ • .� , 2 SectionTh 21,Portion of the ttJ;:,E„ ;,J:�t •• ' , Kin 21, Township 23 ::girth i �-ast Gov ernment=ett in 4 °r , G County, r;ashinF•cn except th e 5 feet�_tri 3 led Meridian, veyed to the City of (except the 1+ a. lend ten_ i4 a str: cabs didr_h for p_l,line 2o.�d). which 11•; within P of lard 750 feet . � S lying 7I2.5 feet d t..e .�fi•:rS.•s or said strip easterly distant sa:ttaresr,.rly from and :.:%•5 fey; y teem Parallel withnorth- 6 easte ly fee trand Elnek Reach-Maple the survey lire of tte =Beeville line nw surveyed and staied th ./Ll,�; l:o, , trsn i and adsnnew to the move deetalked en the e•ra:rd over, urn ? Fen urveyacrees L epee:, I8 bei particularly descriled a: fellc.zFery• :all _.r'e7 Line n� • ' BegL•uiinF at survey station 712E 3 ✓ 9 common to said rectal a 22 and ''• a paint i a mmon to of 8 e 21• said '"' n a line a 7 feet from the a point er;cc ::. 1' Zd' CC"c F. IO a d• 27 and 28, salt ?ate«'•i andc�,en corner cosmos to :ectlrns ' Il U. �2.OL► ,�of 557.1 feet distance survey stat'_cr.•7I3Ln•ecd:lo� $here• c:" :i. ee of feet 73.0, a point in the 1T5.2 [c survey stltinr, 7 ? . , a on rr east we:A guar Ler scctien line• said 1:, 12 5 10 E. a diet::ce of 3856.0 feet feed h rest quarter cosecs of said distance of I%Q4.7 feet to 21; thence :'. 22• 0,.. �- the vest rt -7 &0• 10' 30" : • a , - to survey statics 72(,i - 57 r. �::. a 11. 44.6, a lclnt � -.`'te or 1.C4.7 re„ J +•u' t..crce u. In the:• ^- south- t t ^2^rC station 7:6't Q being N. 1. 27' 4�.. :•" -cuth gezrtMr section 1 1 bear , a distance .t line, _h!djh -cc - 3747.7 point 15 duarteCeccrne of snit! _ecticn 21; thence ::. feet free: the south • art c= 72.7 feet to ^c" 8 Z'• ez 1!7 15 7. 05' 3Or. W. n distance Q1 ioy taticn ?Ia'2 17 ,. a , Cj =1ce of 577.4_ t •�. .C•71c Q I station thence S. 55° 05' :,' ::. . distance fcc to survey st.zG!cn 71iIJ ,� 17 of said F'apic,r/y�'�iBY `.Lstatien a point in the rorthcat•tcr1J t�undt�,sl '_nef • '? Section. a distance of 1622.1 f: t ftc �,�'nor point tr.:n1: C. i 11' i re= northwest c.r:.er or :raid a i' Also a Farce! t '} :tent Lot 6 of Section land l7in in Lhn - l • ectior. 21, s, :,:.,r' ,::d C cr- 4 ` Ia-:et.e F:er1=!:,n, f: :or_:c�:r. ;1+ 2J ::girth, P=^.tar 5-Fasi cvl_ described ^(: .cy, -hltl�tC: and b • • 21, _:bed a- follow:: being particularly :+ ; • t 1 22 eastrE�Bib�ine at survey station 7192 • 39.8a , baste S. 7°11a 1C°r_sa1dui�P3ncealley � :. tt:ena3itecnsaid point the ncrth- 23 _ .. iP \ : co^er of said 1622.1 feet free.. the northwest 4 =ecticn 21; the.:ce 4* , (:! �,, 3 feet to a point S�, �:" :.. a distancer • of 1° 41' 40" F. en the west Lline of said of said _et21ca 21;s thence 4 0 feet; thencesz.c Lcct' '„ 71° 05' :ce of a distance , t.^.c N. �r.�i l t`•e"ce 5. 8�° r �- E. a distance of 12:1. f the north-sC° 10 ,x" E. a distance of 152:.5 feet to a point in26S. q+zr:er section 1;, • I 2' 1. " said rum tr"r line of said Sect:c 21; thence feet to su,v W. en + section line a dis..ancc of 27 r ey station 7167 • 44.6, F ir.t in S442.2 etti f•line, said Foist hero U. 1° G7' 4C„a s +- saide quarter sect -`== the omit E. a distance of ion 29 I !•C quarter corner of said _ecticn 21; thence S. feet r W. a di-tense of 315.9 feet; thence U. 80° 10' W S. d1 tan 29 o. I432.7 foe thence c ° 30" W. a dustmen ��to the _ ��• 24' CC" W. a d1st�,cc of 821.7 feet distance thence U. easterly of sold Uoplc Valley Substation Site; 1 a distance of A W. on the northea.terly boundary said £ 557.5 feet to the Font cf beginning. �' +� s.te i i COpy s" 2 )g • -i _" .zest �^ ..a;: _ _...r�",. • .1.. • ERC INC. Exhibit C ORIGINALP'EWOOD -MA i* r F. •.ra.r • AN EASEMENT FOR s «u ITE BEING 10 FF�T IN WIDTH, WHOSE �'' , IS DrS«• rgri AS FOLLOWS: Y COMMENCING AT THE NORTHWEST CORNER OF TF A NORTIM .ST iQUAR r OF SECTION 21,TOWNSET r NORTH, i C.: 7 ..T-N SOITr 01°2'7 37"WEST, RANGE S EAST,C I�urM� imi ALONG II3E WFWESTLII OF SAID NORTHFAST QUARTER,201I.6262 2•r,.^Z'; 7 O B SSOt 88"32'23"E AST,209.44 TO T i�tCZ POLN T OF C`NORTH 22°25 .__.,. OAST, 122.00 F�v T, 19"=-F.ST 142.34 t_ 1-r,-�•� NORTr'I 57°42'37' q CE NORTH 30°21'5r EAST 355.79 FF T- 'CE NORTH I9°55'26"EAST, 74.58 . TO 1- Ea " DESCI.IP iON. '`��'US OF SAID ? t / il . i • LI ri tl , . , 1,4 ti 1 . il . . • . ,,. • ; a r.„..,.,..„.„,,;.:...,_:,...,...„..„....... - :-„,...„.„.,,,,gt,„,,,.... - . . . _.. . '�•-..Nam_:-^.V�Qaa, d •.1 - '`r�'r--'--°".z .._.z-:•-..........._ • .• . . - . : . ibtlf.q.) • ff....tli ii 4...1.0,i, I..; •• .: -.:*;tr...;• ....,..,' '.•-••"411•7•. - -.• -•-1.-'t' '!' ''4I! 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' ti • •-• . 10=1511. • -- i - -• . n'IM:---- - :.•,-:4..••-er -.,si-- . • ...., < .r-e' - —''.-: -- • • . . . ..... ,. . r •l :-..,...;s20w4.i46;.,a.i.awAiu....m,e* , ,,,e-;ttr i..•, . • - • -.•-t.'•I;-'•••. • ...;-...' —- -.- . . • . .-: ••• a . . 7.7 . . . . •"'• •.77.,,,..s.4.......... .. .1t1.13.4.i....• i..7 f;• . . . ..r: ••• . ••.'.....71•....MO."...E.••• ..:••• • - • ••••:::::. --;....-.i...' 1 j:. - • .."•• . 04,-.,.....3..-••Easement'Deed No. ...-r•447'dated Oc.tober 7, 1944 f.rom said Northwestern Turprovement 'Companjeztothetkfense Plant Corporation, coverin,g strip cf land . Der°as--tkie-..Northwest..quarter..;cit,•:;tlie','Northwest quarter (NiiNVIz) and Govern- Lot Six (6) tit' raid Seation'tWenty-or.e (21). Easement recorded Novem- ber--g4,719,44 in-1TOIUme 2286, Book D. of Deeds on Pcr•-e 528, records of said •..7. ..1 COttratY; - j‘:' 'i! ..:'•'. : ' . - - ...... ...;.' :17. -!...• !.. . . . . . .. ' • •!,.:,-S r::: .7. ••-•,•rt: • • .. .. -•-.- 1 . .:"7 . • 4. Easement Deed No. N-740, dated July 18, 1944 from said Nc-thweste rn Improvement Company t o_the Defense Plant Corporation, covering fourteen (14) : •••-- ,... foot strip, of land in Government Lot Six (6) and in the West Half of the .-... •-. - I Northwest lQuarter ( }NW. ) of said-Section TwentY-one (21). Easement re c o rsf;ed . -... .. . Nove:sber 27, 1944 in Volume 2237, Book D of Deeds on Page 437, records of• • , ..-.... • said CountIY• •••:. :.:...,..-..' • . • . 4iAl, .5. 14asement Deed No. N-916 dated January 23, 1957, from sa 1.c.i ".orth- ;..'•,.. :•---., -i-- 1 J - 1 western I: provement Company to the Pacific Northwest Pipe Line Corporat-i on, . , I' covering natural gas pipe line in the ,Southwest quarter of .the Sou.thwest ' j •••uarter (S',VSW-47. ) of said Section Twenty-one (21) . Easement recorced h'.;.:ril • 4, ..957 in Voluthe 3656 of Deeds on Page 42, records of. said County. . :-...,...• • ...•••••.t. TO I-LA.11,7f. AND TO HOLD, all and singularthe its succe-isors r.r.:3 . . , forever. , - .1-: '.','ITY....7.33 WHE::EO.F, the Grantor has caused these pnesents to ...-.:e ••.:led ...;,.........7.7.: r - - - - ••:-; th its obr.,:orate seal, and. signed by its Pre dent, the t; y :jo. .r. .L r ,, aove written. .1.,,-•••••4•.t. .:-.4 ....,1_,,...,, • ...;.•:%-...t Si cr...ed, Seo-ed and Delivered NO11.5.= PACIFIC 7:',1L.1,Y,' •;.:':. '..:-.1.0.:,... , i •ne sense of • '1?,,,77.4 • -%.• ...• ...':..• n._-ee4A-- -----Th 5.1.---‘.... ) -..--; -. . ...- -":4•.-- ; • A c...e-r.,, ner,it . _ —.,-.. - ,...• • _I q"._.......,...,." '?•"td7d ( 4 6l9'-'1.(7:'all -'1.1..<- .: I • -3'.5:''''. 7,2, • Attest ii...?..,A..... -Fen-- N 1 . ' `Se an-j3tary. , • . , --fft• . . • .; ; GI ' : ••cr ..7..;•;•::.• ..-.... . -.1.-!'F.i•-• . :,•_. 7-: :1!•' :•,..r:".-7:::...SOT A ) ....-Ci_.....---*".'. Z 3. . - 'GI • -"..---- •••--' • , -- . C7: .,-,z-: •.: ..::: "..-;_• :-......Z.7.1: 1 - •v...' • -.':.;-7 • • ./•\ ..- • . of.:•:, 0 .:., • 1, ' . ,y-.... ....-:••,..!•-:.•t4--: ,-1 17,1-15_s .Zo....a.clr:y Ase-t...-.1.... , 1F.'.57, •••••c:;:ore mf: ;:,erso:L ally iiil.fi,etit.1. V 0. ' , -.. •-•-• ^fIR=P-T" S. A.CFARL,AN'F. , to me ,:1-,-,wn t'o ce 1-..:1.0 Prealdeot - A_IA. Gottad•ta'd to :te ;c••••0:771 t.o be the Secretary of t: 1....J.....::. -iv c:....r:oratn ....:lat ext.;outed the w it.nir. r.nd fore,-,o1:1 . instru:lent, r.na a cknow- ..-4:•-•=••:e. , lef .:e.f. :.•.:.•id inatr-u_mcnt to c the free ,.1 -.:2 ..-cluntary cot an:: deed of sr.id ccreoration, i'or the USO3 and ....urposes therein men- Loned, zInc.: on cat st7ted ..:1L:- ••••.t.; 1..e. ... ,. sized to execute said 1.-s -et cr,d that: t'•.-:e. seri . ':•,;,;:ft. . -ffi:,,::. 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'...:..':,..••.. •.p.CgO-.r 1N 1m v. rq 4 -. , , t {i a1aia.a,.eA 1•4414111%116 1 [I1�Y -_r!.;�S ,fe t t: l ;t. t, .1-Xda 1 'dva a. {4',f._- `.a 3 1-7P .14 1 'J' :..:13' —•.-"-s �e� \U��•S i/,� i',�i��IMfVM ,.',G rU•,r w! .� _�. i � 1 • ,- • �4 •:• �- .: . MJ Qrl�re�.'I•. Qrt. . t •7 K:rSI1� ..c • :- .._ ,-• L'}t;• / 4V U�4tR' ,'-ui!'DULG1Et-.. U�EDUiL1R=: - :'? '•.c,_c•e t l7D�TtEY1fle • t - ( i '�`7s �_ • • 'r. _ : • i: ' '. NORTHERN PACIFIC RAILWAY FOUNDATION _' :L • !'DBE DD! !14 ! • r_ I^ THIS DEED, mace the 11th day o: hlay, A.D. 1962, by the NORT 1EPt\ l 1. { ,•'-: :- PACIFIC RAILWAY FOi;ND.�T?ON, ;. charitable corporation of the State cff . '.- Vic': �) ,Minnesota, grantor, to PARKER AND SANWICIi INVESTMENTS, L\C., co1'po- -_?: _'ram, .j;ri ration of ;!tc Staterof Washington, of Seattle in the co/.1-po- Was 'ngton, g: ITNESSE County of King, and Staid of I T �"y. �, grantee., N TFI: �': 1 ff LEF. AS, by a contract in w!'iting entered into on the 1si Ca} ofl _. 't' .:;� •N:,vembe::', A.D. 1958, the grantor contracted to seLL and conve • cer• n Lands • _� � � I of \:hick the remises nere[nafter'described area art which contra h:;1s beet =; - duly c a i-,,-.:s performed as to the LanC hereinafter described and the gr nice has becnnu t ` • entitled to a Conveyance of-the-premises; i`"'-'r I / 3 ' ^ • 1 ' I , J ��yY ( y�` •'" N&, THEREFORE, the t• r • , f _ ,i fir, :n corsidcra,ton o. the s:nn�) fort:- / „=..� "' tltruc tltousaitd nine hundred and fifty dollars (S43,330),• unto :'poi tile rccc ipt / ' • '' ''•. . v.-hereof cad is acknowledged, warrants and convoys unto the _ `• - - - grantee, i'ts succes Or j -,--,;z'".i - - and assigns, the fo'Lo\ving described tract of Land situate in the CL:,�utt:' of K. tg, +:•"! - In�l,State of Washington, to-wit: I / / ,w•• The southwest quarter of northtvcst quarter (SZV of\W'- I • / -if:: =.':-4^ -. 4 and that )art of. ,--,._- �.35", ,•'r= t!te n;lrt!n•:cst quarter of southwest quarter (\'tiV-`OfSW-' ' .) of Section t:venty me (21),/ «7 in To:•:ns!ti!1 twenty-three (23) North, Range five -+ +.r, c (5) East of the,«'illamet�c \lcridian, •lying na theastcrL.`'of the northeasterL} right of way line of Litt:City of S�altle Cedar 7tK Y it.vt_•:' i„pctine as conveyed to the-City of Seattle by deed recorded ruiner/Auditors _ File \a 1 iui,i l; excepting therefrom, however, that )art of s;,. "`�� Lid prernitses hove- , :, .=4 ' :ai:):•e• acquired by the l:nitcd Stites of Aitte:'lca h}' decree c' i.. ��~''� �•.-tom- '-" fit court,_;t;c.,,tncnt•;,,:_ ' *-.e• \'••r;lici ..;led May 25, 1961: • �O oSe;+. Sub)ect to the rights acquired b•: the United Slates of Anteri •a under snit! ^z� ``'�' '1 .1::rt;4nlc:It an VC:*diet datCCI i\Iae 25, I061, for an electric transntiss/,, line. • P-.' Subject also to the rights grantuC the Defense Plant Corporation by the ` s- ' ; • r':,--.._. ...u•titweitern Inipt•Jvctnent Curnpanv Itredueessot' in interest to Ole gr;ultJr undo!• 4"- :;,tr, - e•::si•t:te•nt deed dated Jul•: 18, 1b4-1, for an access road. "''d� r' __ Subject also to the rights granted by the grantor and Parker and S:utee'Ic: 4•:'..''1 Investments, Inc. to the 1 It[ted States of America ca under easement deed dated • f .��--�� -'� �3i•:x �:r �• I)ecentlle r 16, 1960, for an access roaG. •:J-.,y . • Subicct aisn to the reservation of minerals in deed from the \ ,rthern -t-,-:s7-,7. i'nc:Iiic Il:Ii1u'a\' Company to the grantor, doled Decetttbe t' IBth, 1337 recorded :1-:t, ' uI the office ui the King County.Au,.Itor on December 33t'd, 1057 in Volume 3745 f =�:• '; tom I).•�•cls, Page 204. .-r >tALE2 TAX PAID ON CO IIM1 I Mi. Nr, "7:4t IaFStP;R,)(LNG CJUtt �'�` - P.M .• = ._ 771:14.;•Yam* .- - ... ." ` •l. . . , "fit.•• - N I•,(�-.,•1 _ _ Ii' M [-',1i',1...V. ' .% ice'. .. ,f • l i.' • r / ."•j'a% • :.�::•• I.t7 4..ap.T .p«-,• •`I. f••' �` 2....... s q.. ..�, t. • tl► p�"'..; •. WE J.}fl!e ' • lib-• .ill j'r7":—_3 •{. '-? *;♦ -ems ! •• -.►.r... � WE -fir r"' •- r1'�'.3•` • ?,j�.. f{. . • The tracts of laud hereby conveyed contain fifty-seven anti thirty hundredths (57.30) acres, more or less, and are also subject to an casement in the public for any public roads heretofore laid out or established and now y t ,, existing over and across any part of the premises. i-2 A material consideration for this conveyance, without which it would r nut be made, is the agreement by the grantee, its su=ccssors or assigns, Liiiii non. ut the property will be de;;;fed to industrial purpose other than residential •` .. rite, and that commercial uses v-ill be restricted'to those normally incident to a 1'.:s:•lential area such as retail establishments. • ri Together with the heredit aments and appurtenances thereunto belonging :;;• in anywise appertaining. _ 1 1 ' 4 • • TO 1LAVE AND TO HOLD the said land and appurtenances unto thegra:•'.••,,, I -.� it.- successors and assigns, forever. ji A_-f. Thegm antur will fol e:er warrant and defend 'Y'•4. I `a: title to the lit•utuisex <•:_ it"� c'c•nt as iieauinl i..:its, charges nd inrt,inhratices originating after the elate a!" lht• :rf.,I•esal<! contract of sale.. liVIC IN WITNESS 1Vi!ERT.7.0 •, the grantor has caused these presents to he '` wall II ,•:tt't its corporate ate Seai and Sign `.'' I t ice p? first above written,. >}' its _ V' C='t, pltt _ the day and }e;u• i '— 5 4 - • bra c.'• / Y .�iii�.f.0 e�/ J ICLA':....J -.•. '.:ems: - - Hilt•5[: trtL�C � ,. / I ,:�1. • y. J l _': ti"I"A"I 1: t)F' \If\;:L'SO"I'a I 4,- C Ul:�: t"1" O ss i It.111S1.1" ) On this /_ day .If _... _ __ , A r)• 1962, before tut• Iersun:Iil,appuarcd JT t �hTo l '- , lu me known tc, be theur I eEti;:, of the Nordic t'n 1'acifrt.- It:ulwa.- huundaliot,, the corporation which cLted ill,• I z. a- , 44 t.'.'• - t':iti,in :Ii<! f.regai i rostt'un:ent, and acknowledged the said Instt•uttient to iic '•:•I'. free and .•ulonta:r:• act anti deed of-said corporation fur file uses and purposes tl,.'r t - r.-'j in mentioned, and -In ;t:tth stated that he was authorized t.t execute said instrument and that the seal afftxcc1 is the curpot•atz.• seal of said corporation. 1 11 • IN V I t•\LSS WHEREOF, I have hereunto set tti\' amid and affixed my ut- -.y;d k, ci ' • h L n:,L the day ant! rear' List above written. • t - 'Y • _...i7 . _______- fit: : ' ,.,.tip.:_ o , ya.. Yowl.:. i'lr.',.•Y 1ou AI!nn. �.Y...-�� .P� (2) CPt Comm.s,on i.,..(ra . 17..196.4. Sol r.F't.•i '• A1_4; .. ! ' - • • f _ •'.- T•, Imiliri - ' ewx+,+t_... .a ,. it:�.?t•'t ;' ♦` ==:w. ,.�}�?.L�ca�+.xs'4rrr.K?i�4: .yt:�-� d. �.-�`'.'� ! • r.r.i kik -Ci i, S • �Of'^t•:.:: :.. •=i.•"•L.T":i..-.i i y _ ':.`.-1 ' .` -V' - ^ aG%�' ,fg ._..'!iv w ;i,.i it:�. -• •.= , .. _ • _ - •'_: - .. • ...' .'i PACIFIC,RI=tzu7.4otamam 1 :r ~ 7 - ;; - IBIS Dom, m da the llth day oI 3oveMber, A. D. 1963, bythe WIMPS ':�: : -� SAD PACIPIC1BAI star:• ,..a charitable cowl oration of tbe.8tate of Minnesota .. grantor; to PARKER AND INC. ..NN of Washington; of Seattle, in the County of ring, and State of Washingta corporation of the on, : `,__:� N � n, :' . • '' , bra cont�-act'i ri•vMing entered into on the �t day of November A.D. 1958, the ter contracted sell andcertain t4 convey la:ds of which .-•i t the ¢'eMiees hereinafter deseribed are a part, which contract has been del --"`� 1. pe_form d as to t.he':land h=-..nafter described and the grantee has become en- �: � ?^ titled to a conveyance of tthe . + S y.e...aea: Y now, ""•:, TF 'OFF, the &-rater, In consideration of the sun of one hundred fifty-six thousand sight hti.^sdred sixty dollars := • receipt vher eo2 is acla ovle' y (Y156,8<�0), unto i t paid, the :.�•:fxe • aS =, .va.-s: a and centi^eya unto the grantee, its :``:"°,..- successors and assigns, the following i described tract �.:l- Countyof Sri State of of land sitt_.tc in the a *�, and Washington, to-tit: • I Governmen t Lots four k and Eli (6), ter of r i ( )' the southwest qunr the north- -..-.•P5 i . ,• east quarter (S 1.), the nc_thwestof ther 4„ 1 Cr the son quarter nr._.tisres„ quarter (2;f7�1'fd�), " .:,�-�"`- theast quarter of the northwest qua.-ter (SFr17d+) the northwest :-_' of the southeast quarter g•'�^•rlr , q u.••to , ,fie_.) and thatpc ion of the southwest qt,:i to of '-.4. the southeastquarter (SxT,, :) of-Section Twenty-one .ram y- (2�), in Township 7:teary- -_i __1,•r;• t r-eeq(23) North of Range Five (5) +a.ct of the Willamette Pe:idie 1 lying north ,:~: of northerly right of Lay line of the City of Seattle Cater Fiver pipeline "'n : as conveyed to the City of Seattle by deed recorded under Auditor's File No. •`` -` 1786 + excel tang therefrom, however, that part o• said -' "e^ : ,,, a by2.~c sea heretofore • s 'i�.sm-e ti acgei the Ciry.of Seattle for its tierCer Island pipeline by conden^.ation iie'•',vr under F{izu6 County Superior CourtCause No. t:F35190, OrdinanceT 1 3e. '�' ' '- s No. 6 39�, Judgment 9 on Verdict dated Jame part of z''s:. 5, �1956, and ths,. said p:-e.�aes heretofore carti•c;ed "E'`-�: %=- . to Parker and Sanvick Investments, Inc. by deed dated June 26, 1960, and that part of Isajd p Wises heretofore acquired by the United States of America by I Decree of Court, J�+ai-e nt on Verdict dated May 25, 1961. -- �.. r x• 3e •. The tract of land hereby conveyed contains two hundred t•:enty-coven and +'�'' ninety-two bunredtha (227.92) cores, mre or less, and is ...bject to an ease- sent in rthe public for ;q �_nay public wads heretofore laid out or established and 4,4-?F_• now existing over and across any part.of the .prezises. �n:�: :_ 3j - Subject also to the rights acquired by the United-States of Arica under :- �, L. c nt o'n Verdict dated May 25, 1961, for an electric transmission line. .- Subject also to the rights granted the Defense Plant Co rporuticn Northwestern Improvement C . . Company, predecessor n interest, to the grantor underthe -�-'` erac=ent deeds dated. July 18, 1944, for an access road and October 7, 1944, for s. an electric tr n *aeion line. : .•,; • Light ~_5y-•;'� • Subje n:' ,j s to rights granted by +he•Nor`hveater Iaaroveaeat Company ? t ,ee Puget Sound Power and L1 t Coreany for electric transmission linen „f deed July 27, 1914, S..:tK • • t .`T T:�,psis Cr?1 flRACi AR. M.t\ y `a • � '�"'Y A. :3 :F �.. • _ FM r- -": �A1(YetW07 MU.1111Y3$:!°•1D*tDr4 _. t S .:::; - • ' - f . • •s .:cam'; • f'r " •. ' r-r gip.'-� . '« - ; 4 .. •,' • , , "at •- • $ • 4•... y - _.'y`-, -'pr tk4J `.•+ ' t?SZ!' -4 •.I t'•1.'•••t: I s. p,• a ,• r y,u. T Syr '--•" -•.•f �"' y " F°- as.4.%+. 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If w .r7d OI.ZOYd -^v 3•0!: "' le • •¢a^.:j:r- a.•.o^e ems•:;,: - -;4 sr�:: p nrp xis ^.mayl.: - .. � tn. ^q icc.2To pae s al.a.:o�-oc cz.T t.T.A . zt• '-_ '•''t: - �»:•� • •_eai-as aq cT oa d asa<+ Pa6 ^ LCJ -Ct y9 at: f i S ^Tr NII•r *vim tF., • 74. aT^� au; saT� Rs^vt -� :o sac_ •a-as +o *M Y:oo pFosa;o agi. :o ' "- . ^:!s,^_:as i age c; 'TTT"T a4�f e'�'.a3dprp�`c=oLT saflaag° `snaTT .su�3a sv ;�aoxa: �'•-•7=- �� :rn :aAawol TTTr SJ^YL'F3:5 : - ' '..: 'aay,rL9 ag; c�� sa�rsua;- dr •aar.azot `sifJTsc pna saossaoons stT •• :'-• "'� : - Zd prt pcur p'rs ar `c cy CC.^: &:t^_'! ' T'• = --ika_••.=•�•'` = �cr uoTaq :L:.o;agy� saaus,a�-n'c..?s p� -O'�T�.�.aodds oQTacfisa ao _ :_-,••• s^�aaaalTpasa� vi: tZ:Tn saqqa2-r :''.,r�� :`::�,7 .'i�:on asc- oZ•riy 21`t sa Z Talaa ss ganst sa zT l$T.v7F?sa-1 s o^�.:gip TMQT, . '• 0.'-e.: �i� =ag3o caaofi...13'e-"} a z aq iTP. sam TBTa•:a=oa 7sri p� f;asn �;4uapTQu..••_..:,. = 1 • •'- `szozmo ao caoaa anzst T� palowap aq TTTA dlzadoad ag, o z �•;;_,. : aaas pTt on :T g°Tgn Znoq.T� `ox�[axsoa aqg aT ?paw ai' • = ' : a•b f aged ••;may ` .:;' ':.Y • asnToA =T `LSE i fiZ =QcaaQ co aoiT►�ttY .LYano SiTLE -• •:.."' ' _:• . posa.z L56T `gl :'agti-soo�-pa3 ` �.i9 0 aR^. :o aco ,aR1.gT` _ =.'` • •.ro :•:=czagrog ag; t:az; corp ix; Via-- ,tom. z: ai zsodcoo cgTtai Ta4d wry 03 csL'Q'4.oa('Qn`3 • +o:: '-•:`:.' zuacnroa _ mssz!.,•'-_=Im.=q;' `03ET `9T -044t' 72 poaP • : 1 ••F.:i o. ;. saw-�.� v im/ =o r48-`Pa3Fs12 iR'.: '. i::riaaaT*astaI PTuB - •` yea'. .. pegcas9 r .Q ..•:: data•• ..: '7 i3v:_. .;y.':. {t L 'T•�[,1M�:• .• .. .r .-i• -.7- w • _ '! • �i '."•.. R' '+x` •' •;, .:1`\:lia*•4.. 1•li .• .,•,' r1 7 i'f- •v,. -d�.i$.. '� y .r: ry .s�'i rTi+'.t.: -••- f l- �'" _ �_•._..::i J • f 4. • ,ice, "•..- •! .•_ '!❖-4 et. d••- :: ‘ ;; E ._,.: :4. Y•« -". K4 ;:tee�z r: `• fir- . ., Y ,•F-7 r , ).-.--.• 9►4.- -- r !• 1` . 4:i_.,{ - . ._.•..•, V ..-•try•::.,:,V.••w° _•- ,.• ),'..4; : •r k ,. \ / (-) 1 LIQUID PETROLEUM PRODOCTS TITS LIME PERMIT AczaDcar . • I Re: City of Seattle's Electrical Traasmissioe Lint Corridor Relocation Right-of-Way and Olympic Pips Line Coepany's use as Anton use thereof. i w THIS ACRIE , is made and entered into this 11th of , }*: fnbr ry day , 1975 by and between THE CITY Ol SEAITLE. a municipal corporation of the State of Washington, its successors and assigns, }.(1 herein- ' • O •• after called the "CITY" and OL.YMPIC PIPE LINE comma,a, a Delaware corporation, i Nl its successors and assigns, hereinafter galled " 1 �� OLY?lPZC". ? RSCI",AI S 1 WHEREAS, the CITY has heretofore acquired certain Perpetual ease- f meats and rights of way for the followingpurposes namely: "the perpetual: repair. - to eater and to erect, maintain, ` repair, rebuild, operate, and patrol one or more elec' PO9fer transmission limas, and one or pore telephone and/or telegraph Iizea including • c -"• lud the right 1 to erect such poles and other transmission line structures, wires, cables, and the :� the further rightclearthereto;slid right-of-way and keep •t and fire of brush, timber, in:ia�-.hie structures, e hazards; and the right to remove danger trees,if any, located beyond the limits of said : ! right-of-way," 1 ; ,( upon, under, and across those certain lends and ! SS9 property located in King •I County, Washington, known as the Renton Relocation RigI. ht of Way, as described in Exhibit A hereto, and its predecessor in title to such easements and rights f of Way has paid full compensation for all damages incidental to the exercise r ( of any of the rights above descri}s4; { 1 WAElEAS, subsequent to the acquisition of the CITY'S easements and rights of way for said Renton Relocation Right of Way by the CITY and its predecessors in title, OLT?kPZC has acquired or proposes to acquire easements I in certain portions of the Property burdened by the aforesaid Renton Ralocaled 1 Right of Way from the owners thereof to construct, maintain, operate, repair, i replace, change the size of, and remove in whole or in part, one or sore { DiPaliaea for the trans + i portat.oa o! oil mad gas. and the products thereof, . eater, or any other fluid or substance, with the necessary fittings, fixtures, • valves, appurtenances, and cathodic protection devices, and the right to maintain the rights of way clear of tract, underbrush, buildings, and other _ . t' 1_ • -.__ ` t ' i '-1.- t obstructions together with the right of ingress and egress to and from said • pipeline; , iLaS, the CIIT'E Board of Public Works previously consented in T writing on January 15, 1964, to the construction of a 14" O.D. underground . pipeline by OLYMPIC for thu trs.-y¢issioa of liquid petroleum products within the portion of the Banton Relocation Right-of-Waydescribed in Exhibit B i d k srato. i t `v WHEREAS, OLY IC now desires to construct as additional 20" 0.D. pipeliaa, parallel to and adjoining the existing16" , O.D. pipeline within ' the Renton Relocation Right-of-Way andwithin } 7 a corridor not exceeding five .�' (5) feat in width on each side and adjoining .j fining the centerline described in Exhibit C attached hereto, i NOV, ARE, the CITY and 0LYMPIC, for and in consideration of 0` r agreements,the covenants, conditions a + ;• , restrictions, resarestioaa and provisions herein contained, hereby ACBEE AS FOLLOWS: • a. I used in this agreement: S • .t 1. Wherever (a) the word OLEIC shall be construed to mean Olympic Pipe r Liae'Cospany; 1 (b) the word CITY shall be construed to mesa The City of Seattle; } (c) the words "City's f " • - t7 s right o_ era= shall be construed to mean ,and include the CI1T'S Renton .elncsttoa Bight of Way described in ` t Exhibit A hereto (which is hereby incorporated herein by this reference); (d) the words "pipeline systems" shall be construed to include 0LY?PIC'S pipeline systems and anyand a l :•- portions thereof including without _ limitation liquid petroleum products, cathodic protection devic..s, and all of OLY PIC'S facilities and appurtenances thereto, presently or hereafter locatad, situated er transported upon, under, over, across, or adjacent to the City's right of way; and • .474 (a) the words "tranaejaaion srstun" shall be construed to .. include all portions of the CI::'S electric tran=ias on systems, including without limitation electricity, conductors, wires, poles, towers, =fir: guys, .x • anchors, patrol roads end all.other facilitios of the CITY appurtenant ppurteaaat • • t Aic} • • o [....--- :hereto, presently or hereafter located, situated or transp• orted upon, under, war, across or adjacent to the City's right of nay. t 2. The CITY and OLYMPIC hereby agree that the previous conannt i agreement pertaining to the existing 16" G.D. pipeline issued by the Board • of Public Hors of the CITY, dated January 15, 1964, is hereby superseded, • CLO and that the Provisions of this agreement apply to OLIMPIC's 21.21liat systems CD O jointly and severally, as if the 1964 consent agreement had never been ' L1oN executed. • • 3. The CITY hereby grants to OLYMPIC permission to (a) construct, operate, maintain and fi nally remove the esis- ting 16" Q.D. pipeline system for the transportation of liquid petroleum products with necessary appurtenances and cathodic protection devices in the portion of the City's right of w vv described i Exhibit B hereto (which is hereby incorporated herein bythis reference'; (b) construct, operate, maintain and finally remove one 20" S "• O.D. pipeline system for the transportation of liquid petroleumproducts i j with necessary appurtenances and cath tic protection devices in the portion of the City'z right of way described in Erhibit C hereto (which is hereby . incorporated herein by this reference); e. . (c) use of the CITY'S patrol road situated in the Citv'a • right of vat and use of corridors of reasonable width centered on each ofpelin the shove i '.' pipeline systems, for pioeliae systems construction, maintenance ' 1. and removal purposes; i Said areas described in (b) and (c) above hereinafter being { •" called the "permit "; . rmit p arcs , ALL SUBJECT TO the terms, conditions, restrictions, specifications F and requirements of this per_it a . greement. Provided however, the CITY makes S no warranties or representations conce ��g the owners, ownerships, and/or �• � . i property rights encu=bered by the Cit•L right of way. 4. The parmission herein granted shall be perpetual; rP , provided if all or any portion of the 212111E1 systems herein permitted shall be aban- doned by OLYMPIC, the permission shall theraupon terminate as to all such abandoned portions. Iz the event thin ge:._iaaioa is tar•-inaLad- i by way of i J i 4 -3- • ' • you'; "' j ••�i•i.'="�.a:. • 1 3 abandonment by Olympic or pursuant to 8ectia's 21 hereof, then within ninety ;4 • - (90) days after the to `7 y rmination, OLTMP/C shall.riF P� n ra the L: atams • or• take such other reasonable measure as dewed necessary by the CITY'S , Superintendent of Lighting, and shall replace all portions of the City's 4t right of waythat may have bean disturbed for OLYMPIC 8 i elina stems - 1 c (or any portion thereof) in as good condition in all respects as the abutting portions thereof P e Q tea• deat of Lighting. . all to the satisfaction of the CITY'S Su eria- rQ j !� 5. Within thirty days after + au q - ,• an ordinance authorizing this permit r -. agreement becomes effective, OLYMPIC shall pay a ;exult fee to the CITY .•, (Lighting Department) the sum of Seventeen f •: , Thousand Seven Hundred Ninety is- • :} and No/100 Dollars ($I7,790.00)• Dollars 6. The CITY reserves the right to permit the use by others of j` c he ,Ci`•_ ' e s right of way in a saner not inconsistent with the permission • �` � herein granted to OL'l IC, •ri rt' 7. ODIC shall at its ;Bole expense and risk be solely ' -=' Bible and liable for: weapon- _ • (a) locating, installing, •�'+ . maintaining. "' ••-a8. operating, using, �•�.: ��K: protecting, and.removing :•:;.- 8 its pipeli a systems (including any cathodic L �- devices thereon) safe) `'• y without damage or interference with the•CITY a �t�_ e transmission avert® g and without damage or interference • = - operation of said t with the use and - ;' ayste�; !t ,1 . wiry mad operations by, for or on behalf •.. .• • r;` ; . (b) all work, ac • of OL'Y2NSIC in, on, about, or coerce r concerning or affecting the City'a right of way o;r the CITY'S transmission oyatea and its operation; (c) cleaning up, curing. neutralix ! •i iag and removing any 44.F4 actually or potential) f _ ` � dangerous, , y flammable, toxic, contaminating, 1 "`cat hazardous, I I .'.•C. �. pollutant condition, vapor, fluid or substance which may escape i , ;�- ,.•,: from CLT) IC'S iQaline aat my occur upon or esa or which T�` adjacent to the i : ` - Citv's right of way not proximately caused by the sole negligence of the CITY. • (d) coapliznce by all persons acting for or on behalf of i OLYMPIC with all safety requirements now or hereafter pertaining to • t v. • • -4- , .v e • �.. ... ^__ �.• Sam .. w.�.��...�^-�.+�+.•��...�.� _ • • • 0 C1 construction, work, activity, equipment or facilities in proximity to the t • CITY'S transmission system.t (a) compliance with all federal, state and local goveramen- tal laws, regulations, rules and orders and all amendments thereto now or hereafter pertaining to the construction, operation and safety aspects of ? . S OLYMPIC'S pipeline systems on or ems or to pollution, environmental pollution } 4 preservation of natural resources by OLYMPIC, persons acting on OLY?2IC'S behalf and/or the construction, operation, or existence of OLYMPIC'S pipe- r) In line ersteae in or adjacent to the City's right of orate; 1 t f` (f) payment for any and all damage to or interference with • i is i the CITY, the CITY'S transmission metes, fatilities.and property (includ- . i tug without limitation consequential damages and costs resulting from i } interruption of electrical service) arising from the construction, existence, i . ? maintenance or 0 eratieaof •P r t P 0...:�'IC i Dipf�i�te systemson the City's rinht 1 i of wad, OLYMPIC'S pipeline systems' pro miry to the CITY'S transmission • system, or fro= acts or emissions of OLYMPIC, or any person acting for or-r,h i ' / : 7.. . • ) on behalf of OLYMPIC: and (g) payment within thirty (30) days after receipt of a bill I. therefor, of any additional expense incurred by the CITY in the exercise iR of its rights in the City's right of way which expense is occasioned by 1: • the existence or presence rf OLYMPIC'S pipeline systems or an 7 portion 1 .- i - • . rr j thereof in said City right of bay, or 0LY2PIC's pipeline systems' proximity i to the CITY'S transmission aveten; provided however, whenever practicable OLYI2IC shall be given advance written notice includ 1 • i • tag an eatimste of r.� such expenses and an opportunity if practi.:sble to avoid such t 1 expenses by li . taking such reasonable corrective measures as shall satisfy the CITY'S f' . I:i Superintendent of Lighting. j r;: 8. Before OLYMPIC commences or ua;ertskes any construction, 1 I L ' improvement, maintenance or work'for pipeline purposes within the C i U . City's t F right of way, OLYMPIC: (a) shall inspect all such portion of the City's right of war as it proposes to use or uses; { "• i r • . 0) -each party shall rely at their peril upon the accuracy ; i -"r i .. i ' • . . of any maps, diagrams, plena or inforaetioa furnished by the other, unless such document was pre • , pared is eoaaecti oa with or pursuant to this agreement; ( (c) shall submit in writing plans thereof for approval o 7 t = the CITY'S Superintendent of Lighting, vhtah plans shall indicate 3 i (i) the location, 1 • i (ii) the grads and lr CD (iii) the clearance from the CITY'S transmission avatem, 1 O ' _.17 of all such construction, improvement, work, Dire-�N lima aystems I lr7 ' and each and t°mZ7 cosepoaeat hereof; and (d) obtain written approval of such i Pis from the CZ2:',S, !, Superintendent of Lighting as-to { (-) location, ({�) grade, and (iii) clearance. 1 t 9. All construction, improvement, maintenance or wort for iae line evateam �'-purposes within the City' -+ ht of wa _3 by 0.._._,vu-, ZC shall be i _ accoapliahed with ao~~ite to and to the saL.+ sfsctiaa of the CITY'S Superia- • 1 txadeat of Lighting as to location, and clearances in accordance with : ? plans approved by the CITY ., Superintendent �r +c , r per-..~raamt of Lighting pursuant to r . Section 8 hereof. ': i , . 1 10. Upon completion of t ay.coastructioa, improvement, maintenance s'• or work for nine?iae systems purposes with the Cii+'s ri t of vav, OLY2D'IC shall at its sole expense: j (a) install and maintain in good condition suitable and ' substantial permanent markers at appropriate planes, at suitable intervals ' i.. .:; R el �-�along such i ia systeme e— the Permit area, sufficient to give notice • 4 i to all Persons of the location thereof; li j (b) leave the permit area in as good and safe condition as , - li it was before the Co 'T ommencement of any work by or on behalf of OLTV2IC; 1 (c) pay, in addition to the permit fee, to the CITY (Light- ! ing Departeent) the CITY'S costs of inspection of anyf auch construction, " I 1 • improvement, maintenance, or work iaedietely upon receipt of a bill ` 9 therefor; end 1 ti II I . '4 • (d) prepare and file with the CIZT'9 Lighting Department 1 plans shoving to tho satisfaction of the Superintendent of Lighting the ', , i elina a s c_e and marker, as coast_ I . ''tuctaa. ' -6- 11. OLT2fPIC agrees to take such steps as may be necessary to insure that no corrosion dace • , i . g will accrue to the CITY'S transmissionI ' it system or other facilities belonging to the CITY as a result of the construe- # tion, operation, or maintenance of the pipeline stems or of any cathodic protection system on any portion of the pipetlina oring the svatems. Foll ; ' installation or revision 'of any cathodic protection s st j •'- t • ',. yem on an7 portion of OL'flPI 'S ipeliae a ste=a and wheneveri requested by the CIT7'S i CD Superintendent of Lighting, OLY2PZC shall F • 4 CO Superintendent jointly with the CITY, C] interference teats to determine whether OLT IC'S cathodic protection ) _ Nr 1 system or systems i y ems adversely affect the CITY'S transmission • ��C� a tea or other CITY facilities. If adverse affects are dilcavered «+ .'' mitigative measures 'I^ aatiafnctozy to the CITY'S Superintendent of • •V' Lighting shall be taken by . : : OLY} 'IC. All such interference testing, ,. • �. by both the ,.IT! and OLYVDIC, any . necessary mitigative measures, and the repair by the CITY of any such ~ damage shall be at the sole1111 cost and e�-scene of OL:^die•. . 11• The CITY reserves the right to use the City's right of way ' for its own purposes in any way. Without limiting the generality of the i``2-' foregoing, the CITY reserves the right at any time and from time to time ' F • _y • : s' to caaatrrct improve or reconstruct its traass:`iaaion awtex (whether now :•. .. existing or hereafter constructed) upon, under and across the City's right of ve'- If in the opinion of the CITY'S S of .� Superintendent Lighting the f • . CITY'S transmission system in the Cii s rightof i Y way (whether now existing ( ` A • or hereafter constructed) or said transmission syetem'a (as presently or • •I � '' ' hereafter constructed) ability to comply rZ. 04 y with federal, state or local goveraaeatal lava. re , Y;�..: gulatioaa, rules, orders or safety standards and all ~- .neadmenta thereto, would be endangered by, or interfered with by OL MPIC'S �f i pipeline aysteme or any portion thereof, OLYMr IC aba.11 promptly relocate 1 such pipeline a atees at OLY?TIC'S solet e=peace and risk Lo another lots- . .s . tion within the Citv's right of wry • if practicsbla to the satisfaction_ ofI ; . • IC:, the CITY'S Superintendent of Lighting, or if the CITY'S Superintendent of r: Lighting deems other reasonable or Ise' expensive measures are satisfactory. : OL`MPIC shall promptly accomplish the mane at its sole I c�zpaase and risk, to the satisfaction of the Superintendent of Lighting. - -- -- .. • NV . i 13. All alterations, moving, or adjusting , j Ling of the CITY'S trams- • mission tem, required by construction, improvement, maintenance, i • s s inspection, repair or work undertaken by OLYMPIC for 12....2.12.ine systems • ( purposes, shall be performeu by persons of the CITY'S Lighting Department •' sole choice at the sole•cost and expense of OLYMPIC. • • 14. OLYMPIC shall be liable for, and shall pay any taxes on any CD property interest deemed by the King j e County Assessor, or other official of the State of WashinyT gton, ring County or other taxing entity responsible ' �N therefor, to have been created by this Permit, and shall otherwise fulfill • `i, all fiscal obligations creating or 1 imposing a lien or charge on the rights , established by this agreement. 15. OLYMPIC hereby assumes all risk of loss or damage including ' lose cf use, damage or injury to persons or property, which may be _ suffered by OLYMP/C resulting from the CITY'S transmission systems, OLY2 'IC'S use of the Citv's right of way, or from OLT IC'S pipeline i iae systems' prow_ unity to the CITY'S transmission system, 3 � except damage or inju ry,ury which is the proximate result of the sole negligence of the CITY, its y • .c employees, or ; •agents. , • 16. The permission herein granted OLYMPIC shall not be assignable , ' or transferable by � . operation of law without the prior consent of CITY ale given by resolution and setting forth such reasonable conditions as CITY might prescribe. r 111:1.117. Notwithst anding termination or expiration of this agreement, ' cessation of operations or removal or relocation of OLY IC'S ipeline systems herein Permitted, OLYMPIC shall remain bound by the obligations herein contained until (a) all pipes, pipelines, apparatus , equipment, pmeat, • property and reline svatems of OLYMPIC, are removed from the City'a lgt2 of way, (b) said right of way is vacated and restored in a manner 1 lk " and to as good condition in all respects as the abutting ag portions thereof, to the satisfaction of the CITY'S Superintendent of Lighting, and OLYMPIC has discharged its ob1I_nr__oas^ t herein. l3. OLYMPIC agrees to indem ify and save harmless the CITY from i. and against all claims, actions, suite, liability, lose, costa, expense t_ I • -8- ; il • •ir -_. 1 LAB . 0 cr damage of eve0 ry kind and deseriptioa (including without limitation • damage or injury to the property or piveliae svetems of QL2?PIC, or the CITY or its transmission system, or to as 7 person acting an OLY24'IG`3 or the CITY'S behalf, consequential damages resulti ng from interruption of elec- trical service, and attorneys fees) which may at any time arise or occur by reason of the construction, operation, maintenance, use or removal of s said pipeline svatestt , or OLY'.�ZC S occupation or use of said CITY ri zALt i q of V� or any portion thereof,. or OLZ2PIC S p inelinn systems' proximity i JO to the CZTY'S transmission system, or ; c by reason of anything that has beeni CD ' N done, or may at any time be done by or on behalf of OLYMPIC its officers, agents, employees or contractors, or by reason of OLY IC failing or ' • refusing to strictly comply with each and every provision of this agree- • mot; upon notice from the CITY, OLYM,IC shall at its sole cost and f. expense appear and defend in the max of the CITY any such action or > suit against the CIT:, and to pay and satisfy any final judgment which may .at' be rendered against the CITY 'ay suchsuit or action. The above • liability shall not be di.i-,fished by the fact if i i t be a fact, that any such suit or er n brought against ton 18 he CITY may haw• been contributed to, , or alleged to have been contributed to,by negligence of the CITY, its i s officers, agents or 1 - ployeee; provided nothing herein contained shall be 1 construed as requiring OLYMPIC to iademaii y the CITY against liability for damages arising out of bodily injury to persons or damage to property proximately resulting from the sole negligence of the CITY. t. 19. Until OLYMPIC has discharged its obligations under this i - agreessrazt, OLyuoIC shall provide and ! - maintain in full force and effect, 1' public liability insurance covering said oineline syateme and OLY:S°IC'S exercise of the permission granted by this agreement, which insurance g shall name the CITY as an additional insured, and shall cover any • liability of OLY;PIC to the CITY arising from OLYMPIC'S negligence, • providing for a limit of not leas than Two Y,illioa Dollars ($2,000,000)i 5 for all damages arising out of bodily injuries to or death et one or 0 • more persona arising out of any one accident; and property damage I. -9- . - a 0 0 liability insurance providing for a limit of not less than Two Million �•, +K . Dollars ($2,000,000), for all damage arising out of injury to or destruc- tion of property in any one accident; provided, however, that :�henaver in 1 . the judgment of the CITY'S Superintendent of Lighting such public _• . liability insurance filed pursuant to the provisions hereof shall be deemed insufficient to fully protect the CI Y, OLYMPIC shall, upon demand by said Superintendent, furnish additional insurance in such amount as i ., .. CO CD may be specified by said Superintendent. A copy of such policy or certif- .' '-= O icate evidencingthe same shall be delivered to the CITY'S Superintendent ��'•C of Lighting and filed in the office of the Citywithin '`t' ` ^ gh g Comptroller sixty (60) days after approval of the ordinance authorizing this permit agree- i •.^l;i, "- • meat and said public liability policy and any supplemental or additional ! ''t' policy shall each •po q provide that they are not subject to change or alters- 1 • _ tion nor shall they, or either of them, be deemed lapsed without ten y;" (10) days prior written notice to the CITY'S Superintendent of Lighting 'F ."�. i and CITY Clerk of the intent so to do. •. ..- 20. The CITY by its failure to insist upon full performance i '` of any provision of this agreement shall not be deemed to consent to or a . ,t accept such performance in the future nor waive full compliance with i ; ? the terms and conditions of this agreement. No waiver of any breach or ; =^' default shall constitute or be construed as a waiver of any subsequent it.� like breach or default. 21. The agreements and covenants of OLYMPIC herein are the • material considerations for the granting of this permit, and if, thirty (30) days after written notice to OLYMPIC by the CITY'S Superintendent ! �< of Lighting of the default or failure of OLYMPIC in the performance of ) w: any of the terms and conditions herein, corre.;tive measures satisfactory =• w Eii to the CITY'S Superintendent of Lighting have not been taken by 0LTYPIC, ;' the CITY nay at its option terminate this permit by resolution, and in '.';Zia • At t. such event all rights of OLYMPIC hereunder shall cease. However, the '�' obligations of 0LYMPIC shall continue until all of its cbligations �• -: hereunder have been fulfilled. • ' • .•s ,t -10- : • `.jiraq•. • (.7) C.7 IN WITNESS WHEREOF this agreement has bean executed this 3 day of �7e 7 �� , 197.04—. f $ OLTM2IS_EZP cneerr / st. By ' Its 1i,-C.."— tfj"...�r:e[. ....* 1 t By V. i It1J)'a . ' ' 0..e +. 3 ' [ IN WITNESS WHEREOF, pursuant to the provisions of Ordinance . i° j0A//t• of the City of Seattle, said City has caused this t CD bp- instrument to be executed' its Mayor and City Comptroller thereunto i • CD duly authorized this 13th- , day of February , 197.5:_. 1 w . *t7 il. ., -...HE ••• .t OF Siii: _ _ •:: ;.•-AC. ' . ` Mayor I STATE • • �~`c r City Comptroller ; • ^OF WASHINGTON ) ••• `.- i ) es. • C OUGrf of KING ) _ • On this 13th day of Febnlery , 197m, before re personally 5 - appeared WES UIfl2lAN and C. G. EE AXt5ON, to ran known to be the Mayor and City Comptroller, respectively, of the municipal corporation that executed the within and foregoing inst: t, and acknowledged said instrtimrent to be the free and voluntary act and deed of said rszriciaal 1 • corporation for the uses and purposes therein mentioned, and on oath stated that they were authorized to execute said instrument, and that the • • seal affixed is the corporate seal of said municipal corporation. i; •- WZTlitSS my hand and official seal the day and year in this certifi- t 4)...c"Srat above written.• 1t /� hO(�/7 {• , 'a 'g10�+Ep��t faL ar i%rjytL tl r 1` ,-,• . ...--i� • xf=t��i`RY 9' :o z' NOTARY , . • •• PUBLIC, in and for the State of ei• t.�PUBL`(,^ �, 3 Washington, residing at, �.ti ` • SY STATE OF WASHINGTON ) ; •_ . • ) as. COUNTY OF RING ) •I i +: On this ,�' r day of �FR , 1974, before me personally I ' ' appeared 7,-s 4 2. A-WIAIJP. and ,:r.J JAI V. j/h.^.L ,er E , r • to me known to be the Ujl'A_t�ArTil erR? and �Q�-�•p' - 317. .55,1�rtr.Q , respectively of OL MPIC PIPE LINE COrO?ANY, the corpora- =.' tion that exicuted the within and foregoing instrument, and acknowledged ) : . ; said instrument to be the free and voluntary act and deed of said corpora- r 4 ' tion, for the uses and purposes therein mentioned, and on oath stated .27E• • that they were authorized to execute said instrument and that the seal �'"�• affixed is the corporate seal of said corporation. • *.•. IN WITNESSh'HHRZOP I have hereunto act ny hand the day and year . first above written. '• r 0... k. 9 NOTABFOFITBLIT, in and for the Sta of • .1 ,7y1. 0 ' Washington, residing at a _ (SEAL) 0 A% Q # j w ' 1 ` /1tJC JY .g..: `...', �;MOa a�41C. -11- r3Zf:. ' ,fig .. '' :: • • (_) i E703ISIT A LEGAL DESCRIPTION: PORTION OP REN7TON RELOCATED DIAELO-SEATTLE TRANSMISSION LINE R/W That portion of The City of Seattle's Relocated Diablo-Seattle transmission line ' easement right of way in Sections 4, 9, 16, 19, 20 and 21. Township 23 North, Range 5 East, W.M.. King County, Washington lying within a strip of land 200 feet in width, the boundaries of said strip lying 62.5 feet distant westerly and northerly from and 137.5 feet distant easteay and southerly from and parallel with the survey line as now staked on the ground, said survey line being partic- ' ularly described as follows: W Beginning at survey station 37+19.9, a point on the north line of Section 4, CD Township 23 North, Range 5 East of the Willamette Meridian, said point being • South 88°25' East a diutance of 667.5 feet from the quarter section corner • J ' on the north line of said Section 4; thence South 9°47' East, a distance of 'T 6995.1 feet to survey station 107+15.0; thence South 5°49' West a distance " ;U of 3339.5 feet to survey station 140+54.5, a point on the south line of • CD Section 9, Township 23 North, Range 5 East of the Willamette Meridian, said a-) point being North 89°07' West a distance of 1042.7 feet from the southeast corner of said Section 9 and the northeast corner of Section 16, Township 23 North, Range 5 East of Willamette Meridian; thence South 5°49' West a distance of 4083.9 feet to survey station 181+38.4; thence South 52°02' • ! West a distance of 1933.1 feat to survey station 200+71.5, a point on the south line of said Section 16, said point being North 89°00' West a distance of 2889.6 feet from the southeast corner of said Section 16, ALSO: Beginning at survey station 200+70.4, a point on the north line of Section 21, Township 23 North, Range 5 East of the Willamette Meridian, said point being North 88°59' West a distance of 2888.8 feet from the northeast corner rof said Section 21; thence South 52°02' Weat a distance of 167.1 feet to • survey station 202+37.5; thence South 71°04' West a distance of 2447.8 feet _• _• to survey station 226+85.3, a point on the west line of said Section 21, a distance of 940.0 feet from the northwest corner of said Section 21; -thence South 71°04' West a distance of 3584.7 feet to survey station 262+70.0;thence South 87°22' West a distance of 1933.0 feet to survey station 282+03.0, a point on the vest line of said Section 20, said point being North 0°46' East s dis • - . tance of 467.2 feet from the quarter section corner on the west line of said Section 20; thence South 86°24' Jest a distance of 250.4 feet to survey station • 284+53.4, a point on the east line of Block 4 of Renton View Addition to the City of Renton, according to the recorded plat thereof, a subdivision in the north- • , east quarter of Section 19, Township 23 North, Range 5 East, W.K., Ring County, • Washington; - as such rights were acquired by the UNITED STATES OF AMERICA and subsequently assigned by RECONSTRUCTION FINANCE CORPORATION to the CITY OP SEATTLE by deed dated July 16, 1946, recorded in Volume 2597 of Deeds, page 56, Records of Ring County, Washington, under Auditor's File Na. 3664560, ALSO: That portion of The City of Seattle's Relocated Diablo-Seattle transmission line right of way as acquired in fee-simple within Block 4 of Renton View Addition to the City of Renton, according to the recorded plat thereof and , the 30 feet vacated Burnett Street on the east of said Block 4, in the northeast quarter of Section 19, Township 23 North, Rouge 5 East, W.H., which lies within a strip of land 200 feet in width, southerly of and adjoining the following described line: 1 !Beginning at a point on the east line of said Block 4, said point being South 0012' ! East a distant;: of 157.8 feet from the northeast corner of said Block 4; thence 11 South 86°24' West, a distance of 217.6 feat to the northerly line of the Bonneville Power Administration'a Covington-Seattle transmission line easement right of way; ( thence North 56°12' West along the northerly line of said Bonneville Power Adminis- tration's Covington-Seattla transmission line easement right of way a distance of 127.3 feet to a point on the west line of said Block 4, said point being South 0°07' 'West a distance of 96.7 feet from the northwest corner of said Block 4. , 1 ,1 ., 4'rt i lfig•,J !'ram?*-® L:j'••,y1,,i'�ri �+ • =:t. --"'T:. _. • EXCEPTING THEREFROM those portions deeded to the State of Washington for street +' Purposes under Auditor's File No. •5599942 and Receiving No. 7302200257, Records • of King County, Washington; AND ALSO, That portion of The City of Seattle's Zelocated.Diablo-Settle transmi.n on line e • • .- easement right of way within Block•3 of Renton View Addition to the City of'B.snton, . according to the recorded plat thereof in the northeast quarter of Section 19, i . Township 23 North,.leng.•5 East, W.H., which lies within a strip of land 250 feet j in width, the boundaries of said strip of land lying 62.50 feat distant south- .s _• •'`t westerly from and 137.50 feat distant northeasterlyfrom andsurvey '.:M1. parallel to the S line of the Covington-Seattle transmission line as now staled upon the ground and more particularly described .s follows: Beginning at survey station 496+73.17, a point on the east.line of said Section , • `�= .CD 19, Township 23 North, Range 5 East, W.X., said point being South 1°09'52" West -.:�:.•;• r � .D a distance of 39.37 feet from the quarter section•eoraer on the east lima of said =- CD Section 19; thence North 56°11'53" West a distance of 2191.67 feet to survey eta- __ tion 518+64.84; thence North 1°18'53"-West a distance of 1453.99 feet to survey "' ' rQ station 533+18.83, a point on the north.line of said Section 19, said point being .; -..-. 4t North S9°17'37" East a distance of 815.25 feet from the-quarter section corner on =` L. the north line of said Section 19, tr. as such rights were acquired by the UNIT= STATES OF AMERICA and subsequently • � '-• assigned by.the Bonneville Power ' i istrator•to the CIT: OF SEATTLE by deed - dated September 25, 1945, recorded in Volume 2.597 of Deeds:, Page 50, Records of . : King County, Washington, under Auditor's Pile No. 3664559. -• • ""ti~ % .. !.. . ., ., ..t,....A..,.. i , ,...-. . . ...It.,... . .1 C E - • I 1 . - 4eti • • -• 2 - :q . • 1 't ti • . • March 11, 1974 0 icausn, per. • • • a11OC.Ai11 ..•C CIDfi UL.IANTS • LEGAL DESCRIPTION FOR: OLYMPIC Fes£ LINE COMPANY FOR THE 16" P7PE'LIN A centerline description of a right-of-wayten (10) feet in Sections 4, 9, 16, and 21, Township23 No width, through and across nth, Range 5 East, R.M. : being all within the right-of-way of the Cityof Seattle, • Said right-of-way .� Line, situate inDiablo-Seattle Transmission King County, Washington, described as follows: �� COM�Eir'Ct�iG at the Southeas• t corner of the Northeast ` Towns *sp 23 North, Range 5 One Quarter of Section 4, • in • a steel casing at East, W.M., said corner being a concrete the intersection of 132nd a S. monument,Avenue E. and S.E. 104th Street. Washington State Coordinate System North Zone N 188,998.74, E 2 thence,North 88°19'17" West along the South line of the Northeast One 7Q _rt r of said Section 4, a distance of one thousand three F Quarter o. (1806.15) feet to a concrete monument at the inters r gi..and fifteen one-hundredths S.E. 104th; thence continuing North 88°19'17" West along the of South li8th no said and Northeast One Quarter, a dis a of fo - feet the Easterlyright-of-way forty- � and ninety-one one-hundredths (49.91) righ. af--way marten of the LXablo-Seattle Trananission Line; thence North 09°44'38" West along e thousand nice said Easterly right-of-way margin a distance of Y Southerlyethoninety-nine and sixty-three one-hundredths (1099.63) feet to the & right-of-way margin of Pueet Sound Power and I ight Com line; thence continuing North 09°44'38" West a dls paan'8 Tr e o e-lion r edths (H.03) feet to the centerline of said right-of-way and the eight andthre -BEM—NINO; thence South 36°28'29" West a distance of one nd TRUE POir,l OF sixty-seven one-hundredths (154. 67) feet; o 6'12"hundredfifty-fourEast a and of two thousand six hundredthence 09 56 12 a distance . thence South 21°52'14 a distance and one hu r�red eleven thirty edtha (2662.11) feet; (130. 76) feet; thence South 00°06'08" East a distance of ninety-eightand seventy-six and forty-three one-hundredths. one-hundredths (98.43) feet; thence South 08°33'29" East a stane of two hundred thirty and thirty-five one-hundredths (230.35) feet; thence South 07°24'58" East a distanceaof one hundred seventy-two and fib. one-httnd'-South 09i 21'dI" East a distance of four hundred forty-seven�� (172. 50) feet; thence (447,70), feet; thence South 09°44'41" East a distance of one thousan fo r hundred ths fifty-three and forty-two one-hundredths (1453.42) feet; thence South 10°k,8'48" East a distance of four hundred ei h 1 thence South 0our3'un" a ty-rdne and sixty-five one-hundredths (489.65) feet; West a distance: of five hundred thirty-two and seventy one - hundredths (532.70) feet; thence South 06°21'35" West, a distance of one thousand 2750 NORTHRUP WAY a BELLEVUE,WASHINGTON S8004 •12051 S27_95G5 4e I II . . ...� _.� .. ... �r.... +ter_�.�._��._. -_----_--.-— ....--—.--..-.- ..• .. • _....... 0 • Page Legal Description for: Olympic Pipeline Co. 16" Pipeline 3/11/74 • two hundred twenty-five and fifty-two one-hundredeas (1225.52) feet; thence South 05°46'13" West a distance of two-thousand trine • ona-Inn red`ths (2922.83) feet; thence South 11°08'15 Wedesrt a distance ofaone-three thousand one hundred eleven and thirty-one one-hundredths (1111.31) feet; thence South 07°35'51" West a distance of two hundred thirty-one and fifty-two one-hundredths (231.52) feet; thence South 01°16'40" West a distance of one thousand four hundred & thirty-one and thirty-three one-hundreds (1431.2.3) feet; thence South 52°52'10" i Q West a distance of seven hundred forty-ins and twenty-eight one- jO feet; thence South 51°40'46" West a distance of one thousand three re hs enty- i) and tsiey-sir.one-huadr h oc. hundred twenty-nine edt:s (132- 26) feet; thence Scuth 70°22'32" West a distance of seven hundred twer*y-flee and fifty one-hundredths (725.50) feet; thence South �� 71°33'59" West a distance of three hundred seve CD (378.47) feet to the' iffy-eight and forty-seven one-hundredths L'? new.rinv of a curve to the left having a radius of seventy-six I ;2 ( 76.00) feet through a central angle of 44°3'1'14" an arc distance of fifty-nine and five • one,hundredths (59.05) feet; thence South 27°02'45" West a d-tance of one hundred sixteen and seventy-seven one-hundredths (116.77) feet to the Southeasterly rim of- way, margin of the D;ablo-Seattle Transmission Line and the to of centerline description; thence South 71° t said 06 07,� West along said Southeast right-of-way '-gt a distance of Eve hundred eleven and thirty-four one- 3 ° htz_Jdredths (51_.34) fees:; thence North 18 53'53" West a distance of one hutured thirty-seven and fifty one- dredths (137.50) feet to a concrete monument at the center of Tower Number ' .F B26Sateta. 219 + 5O,00Washington Statet 52Coordinate System North Zone N 175,233.88, E 1,666,539.60 and the terminals of this aescriptfon. a t I • i . e . ¢ • p I t 1 4 . x 9 Y 1 72048 June 26, 1974 f I l �� EXHIBIT "C" , .f17/dfS ,.... c1v1�.ya.w1,w, . T.rncT. n�:;:-aro-rr= era. OLYMPIC PIPE LINE COMPANY FOR THE 20" PIPELINE . A centerline description of a right-of-way ten (10) feet in width in, through and across Sections 4, 9, 16, 19, 20, 21, Township 23 North, Range - said right-of-way being 5 East, W.M., all within the right-of-way of the City of Seattle, , it Diablo-Seattle Transmission Line, situate in King County, as follows: Washington, described r J COIF ^ NCING at the Southeast corner of the Northeast Quarter of Section 4, v Township 23 North, Range 5 East, W.M., said corner being a concrete in a steel casing at the intersection of 132nd Avenue S.E. S.E monument • '�1and S.E. 104th Street, Washington State Coordinate System North Zone N 183,998.74, E 1,671,280.31; . thence North 88°19'17"West along the South line of the Northeast • Said Section 4, a distance of one thousand threeOne en one- of hundredths (1306.15) feet to a concrete monumenttrthe intersectand on of 128th Avenue S.E. and S.E. 104th Street; thence con$nuine North 88°1- 17 West alo�,. 9 the South line of said Northeast One • Quar. f+ one one-hundredths + of er, a distance of forty-nine and ainety- hundredths (49.91) feet to the Easterly right-of--way rnarZa of the • Diablo-Seattle Transmission Line; thence North 09°44'38" West along said Easterly right-of-way margin a distance of one thousand ninety-nine and hF iredths (1099.63) feet to the Southerly right-of-way marginsixty-threeuetSound one- •- of Puget Power and Light Company transmission line; thence continue North 09044'38" West a distance of fifty-four and eighteen one-hundredths (54.18) feet to the centerline of the proposed right-of-way and the TRUE POINT OF B?' 36°28'29" West a distance of G��O+ thence South 4one hundred thirty-five and ei 1 (135.80) feet; thence South 09°35'30" East a distance of six hundred oned andsixty- . It four one-burdredtha (601.64) feet; thence South 09°56'12" East a distance of two -t.usd fifty-nine and sixty-six one-hundredths (2059.66) feet; thence South 21°;,2'14" 1 East a distance of one hundred thirty and seventy-six one-hundredths (130.76) feet; thence South 00°06'08" East a distance of nin ths (98.43) feet; thence South 08°33'29" East a distaccehof twoot and fhundred he rty andone-hu thirty- five one-hundredths dred thirty and(230.35) thirty- feet; thence South 07°24'58" East a distance of one hundred seventy-two and fifty one-hundredths (172. 50) feet; thence South 09°21'41" East a distance of four hundred forty-seven and seventy one-hundredths (447.70) feet; thence Saute 09°44'41^ East a distance of one thousand four hundred fifty-three and forty-two one-hundredths (1453.42) feet; thence South 10°08'48" East a distance oflfour hundred eighty-nine and sixty-five one-hundredths (439. 65) feet; thence South 05°23'24" West a distance of five hundred thirty-two and seventy one-hundredths (532.70) feet; thence South 00°21'35" West a distance of one thousand two hundred 1 twenty-five and fifty-two one-hunredths (1225.52) feet; thence South 05°46'13" West 1 2760 NORTHROP WAY• BELLEVUE•WA SHINGTON 98004 3 IZOO)827-9555 I N g R • - • 3 1 • 5 . Page Two C) .✓ Legal Description For: Olympic Pipe Line Co. 72048 6/21/74 e a distance of two thousand nine hundred thirty-two and eighty-three (2932.83) feet; thence South 11°06'17"•West a distance of one tosaond one hundred fourteen and thirty-two one-hundredths (1114.32) feet; thence South 07°49'14" West a distance of two hundred thirteen and • thence South 52°49'38"West a distance of one-hundredths (2I3.63) feet; j twenty-six and (26.92) feet; thence South Ol°16'40" West a distance of one thousand four hundred twenty-six and forty-nines one-hunarodtha (1426.49) feet; thence South 52°52'IO" 1 West a distance of seven hundred forty-four and forty-fourX feet; thence South 53°06'36"West a distance of f huM ed seventy-five (744.44) f cZ ninety-two one-hundredths (475.92) feet; thence ° ,� .moo of three hundred52 07 18 West a distance v ° ninety-twos thirty-five one-h-.md+edtha (392.35) feet; thence South 56°47'30" West a distance of one it hired _ (108.37) feet; thence South 52°27'42" West a distance and wo ed ftve and fore i Y one-hundredths (205.40) feet; thence South 40°47'06"West a distance of one hundred 1 forty-seven and fifty-three one- ---dredtes (147.53) feet; thence South 70°13'04" s West a distance of seven hundred twenty-five and forty-nine feet; thence South 71°06'32"West a distance of one thousand thirty and fi y-nine.49) f one-hundredths (1030.59) feet; thence South 71°06'24" West a c:istance of one 4.1 thousand nine hundred fifty-four and sixty one-hundredths (1954.60) feet; thence South 67°17'22" West a distance of one hundred fifty and thirty-two one-hundredths • '� (150.32) feet; thence South 71°06'24" West a distance of one hundred forty-nine and ninety-nine one-hundredths (149.99) feet; thence South 70 19'52" West a distance of four hundred thirteen and sixty-two one-hundredths (413.62) feet; tthe cedthe South hun 71°55'47" '47"West a distance ofo nine hundred seventy-six and five one- I ( 5) feet; thence South 71 01'09" West a distance of two hundred sixteen and eighty-one one-hundredths (216.81) feet; thence South 71°24'29" West e a distance of four hundred fifty-six and ninety-six one-hundredths (456.96) fest; thence South 87°23'44" West a distance of one thousand three hundred thirty-eight and seven one- ndredths (1338.07) feet; thence South 87°19'53" West a distance of six 1 hundred forty-five and eleven one-hundredths (645.11) feet; thence North 84°20'49" West a distance of three hundred ninety-seven and forty-six .. feet; thence North 73°46'05" West a distance of one hundred twenty �3 �46) ' • one-hundredths (120.49) feet; thence North 34°01'0S" West a distance of one hundred • thirty-six and seven one-hundredths (136.07) feet; thence South 80°31'58"West a • distanceoof two hundred fifty and forty-eight South 80 20'38" Wit a distance of two hundred forty-sevenhdry (250.48) feet; thence (247.39) feet to the Westerly right-of-waymar f te i and thirty-nine one-hundredths : line and the terminus of said centerline description; thence tSout Seattle°4 transmission" 4 ' "'East I a distance of three thousand three hundred forty-three and twenty-eight one-hundredths (3343.28) feet to the Southeast corner of Section 19, Township 23 North, Range 5 East, W.M., Washington State Coordinate System North Zone, N 170,635.16 . E 1, 660,421.66, said corner being a 4-inch by 4-inch wooden hub with tacit; . . f • t qg-I(p( Kensington Crest Traffic Report • William Popp Associates Transportation Engineers/Planners • (425)401-1030 • • FAX(425)401-2125 • e rr:ail: wepa@seanet.com MEMORANDUM • June 21 1999 -To: Richard Butko • Butko Construction • From: William Popp, P E. . William Popp Associates Subject: Kensington Crest Condominiums Re: April 12, 1999 Amended Traffic Study • • In order to better clarify the number of units assumed within the 4/12/99 Amended Traffic Study, it is re-iterated that this study reflects the current proposal for the Kensington Crest Condominiums which is a 205 unit condominium/townhouse development. Also,on Page 4 of the subject study, Table 3 erroneously notes "Yr 2000- with 220 Kensington Crest Condominiums" should be replace to read 'Yr 2000- with 205 Kensington Crest Condominiums". It should be noted that all of the analyses and LOS summaries reflect the latter 205 units. • • • • 14-400 Buildi!n? o Suite 206. 14400 Bel-Red Road • Bellevue,WA 98007 • William Popp Associates Transportation Engineers/Planners (425)454-6692 FAX(425)454-0187 MEMORANDUM April 12, 1999 To: Richard Butko • 13utko Construction • From: William.Popp, P.E. • William Popp Associates Subject: Kensington Condominiums Re:' Amended Traffic Study .The lfbllowing memorandum was prepared in response to the City of Renton Environmental Review Committee (ERC) request of March 5. 1999 that our October 1. 1998 traffic study be amended to incorporate the Puget Drive SE/Edmonds Avenue SE • suggested mitigation from the :November 21, 1997 study and that this intersection improvement he evaluated as part of the amended study. The ERC also requested additional information regarding haul routes for export of excess material from the site • assuming that grading cannot be balanced on site. The results of the analysis are • summarized below. Proposal The current proposal for the Kensington Crest Condominiums is a 205 unit condominium/townhouse development. The previous submittal was for a 220 unit condomini;tm/to-inhouse development(traffic study dated 10/1;98). Before that,the study was for a 200 unit condominium/townhouse development (traffic study dated 11/21/97). The original PUD submittal was for a 307 unit development with a 50/50 split between single-family and multi-family dwelling units (traffic study dated 9/1/94). The site is located on the west side of Royal Hills Drive north of the Puget Drive/Edmonds Avenue intersection. Existing Traffic Volume Trend As noted in the previous traffic studies prepared for this project, average weekday traffic volumes in the vicinity of the Puget Drive/Edmonds Avenue intersection have'been declining on average throughout the nine year period (see Table 1), • Bellevue Financial Center•Su;te 314.225 108th Ave NE•Bellerue, WA•98604 Mr. Richard Butko Amended Traffic.Study • 4/12/99 ' Page 2 . Table 1 AWT Traffic Volumes Puget Drive Edmonds Ave west of south of Year Edmonds Ave Puget Dr 1990 I '.,030 10,240 1991 1 I,900 10,360 1992 10,690 10,220 1993 10,530 9,380 1994 10,300 9,210 1995 10,190 10,080 1996 9,020 8,380 1997 9,430 8,670 1998 • 9,037 8,614 For purposes of this analysis, an AM peak hour turning movement count was conducted by William Popp Associates 3/25/99 in order to update the older 1994 count. The results of this count confirm the AWT trend--the total volume entering this intersection during the 1999 AM peak hour(822 vehicles) has decreased somewhat from the 1994 count (904 vehicles). Based on this finding, it was concluded that the PM peak hour turning movement count (conducted 2/12/96) is appropriate for this study. In addition, for horizon year conditions with the traffic impacts associated with the project, a growth factor of 0% was used for background traffic estimates rather than employ a negative growth as indicated from the historical counts. Project Trip Generation Trip generation estimates for the Kensington Crest Condominium project was updated in this study using data presented in the Sixth Edition of the Institute of Transportation Engineer's (ITE)report entitled Trip Generation, 1997 under Land Use Code 230- Residential Condominium/Townhouse. Also, the unit count has been lowered from 220 units to 205 units. A summary of the trip generation is presented in Table 2 for the current site plan. • Mr. Richard Butko Amended Traffic Study • 4/12/99 Page 3 • Table 2 Trip Generation AM Peak PM Peak Land Use A WT Total In Out Total In Out 205 unit Condominiums 1201 90 15 75 '. 1 I 74 37 Current Proposal - 220 unit Condominiums - 1,289 97 16 81 119 80 39 October 1,'1998 200 unit Condominiums 1,172 88 15 73 110 73 37 November 21, 1997 307 Units n/a 157 38 119 184 123 61 September 1, 1994 As shown in Table 2,the current project proposal is estimated to have a maximum impact of 1,201 daily, 90 AM, and 111 PM peak hour trips on the surrounding street system. The volumes generated from the current site plan are approximately 41% less than the original site plan submittal of 307 units. Level of Service Level-of-service for the AM and PM peak hour conditions with the project traffic were calculated at the analysis intersection. The results of the analysis are presented ih Table 3 for the existing configuration and for the proposed intersection improvement: • Mr. Richard Butko Amended Traffic Study 4/12/99 Page 4 • Table 3 AM and PM Peak Hour Level-of-Service Puget Drive/Edmonds Avenue • Yr 2000-with 220 Kensington Crest Condominiums By Impeded Movement Intersection Case LOS Delay' LOS Delay' ITII EXISTINC INTERSECTION C RANNEI.I7.ATION • AM 1'cak Hour A 2.5 Southbound Thrs:Right C (!I) Eastbound Lett A (4, PM Peak Hour A 1 9 Southbound Thru/Right C' (12) I:asthcund Lett A • (3) Wi'1'H INTERSECTION IAIPROVE%IENTS AM Peak Hour A I.9 Southbound ThruiRight' I3 (8) Eastbcttnd Loft A (41 PM Peak Hour A 1.6 Southbound Thru/Rightb (3 (10) • Eastbound Left A (31 a !xxt-Delay,se,;onds per vehicle,rounded;o nearest second • b Weighted average for both movements for comparison to existing conditions As shown in Table 2,the level of service is adequate at this intersection with the existing channelization with the traffic impacts associated with the Kensington Crest Condominiums. In addition,the level of service improves slightly with the channelization improvements previously recommended. • Truck Haul Routes As noted in the ERC report regarding item 4 "Grading/Erosion Control/Hauling" there appears to be 30,000 cubic yards of excess material to be exported. It is understood that the construction phasing scenario could range from I to 6 years. [(the final grading plan confirms the cubic yardage then under a worst case truck haul scenario of I year-for • removal of excess material the average number of loaded 15 cu-yd truck trips could amount to 8 per day. It is also understood that the material is considered suitable for Class A structural fill. In this event a likely major receiver would be the third runway project at Sea-Tac Airport in which case the likely haul route would be via Puget Drive SE-- Talbot-- Grady -- I-405. • Mr. Richard Butko • Amended Traffic Study • 4'12G99 • Page S . • Conclusions • As noted in the October 1, 1998 addendum study, AWT historical counts indicate • traffic volumes and level of service results are not expected to change significantly in the foreseeable future based on the stagnant-to-declining traffic volumes at the Puget Drive/Edmonds Avenue SE intersection. • The volumes generated from the current site plan are approximately 41°i, less than the original site plan submittal of 307 units. • The results of the updated AM and PM peak hour level of service analysis indicate that the unimproved Puget DrivelEdmonds Avenue SE intersection will operate at a very satisfactory level of service with the traffic impacts from the project. With the proposed right turn channelization improvement at this intersection, the overall level of service improves slightly. • • If the final grading plan results in excess material to be transported from the site, it is estimated that the major receiver wil; be the third runway project at Sea-Tac Airport since the material is reportedly Class A structural fill. In this event the likely haul route would be via Puget Drive SE -- Talbot Rd -- Grady Way --• 1-405. Mitigation As noted in the September 1, 1994 traffic analysis, level of service based mitigation • would not technically be required at the intersection of Puget Drive SE/Edmonds Avenue SE/Royal Hills Drive since the analysis showed more than adequate available gaps and satisfactory level of service with the 307 unit PUD. However, based on field obser vations it appeared that a relatively simple modification to the intersection would • improve traffic operations over the current condition and directly mitigate any perceived impacts from the project traffic. That modification consisted of reconstruction of the • intersection's northwest corner to provide a designated right-turn lane and taper that would merge into the westbound lane on Puget Drive. Because there is adequate roadway width on Puget Drive to delineate two westbound lanes and on Royal Hills Drive to delineate two southbound lanes, the majority of the expense of this improvement would be reconstructing the radius of the northwest corner to promote smooth flow. With • this modification southbound right turns would no longer be required to stop arid could yield/merge into traffic in a more efficient manner. a is also noted that there was some neighborhood concern expressed regarding traffic impacts and this proposal was . advanced partially to ally those concerns. A concept sketch for this improvement is shown in Figure 1. • Mr. Richard I3utko Amended Traffic Study 4/12/99 Page 6 It should be pointed out that pedestrians are somewhat disadvantaged at the intersection by this type of improvement as the right turn lane increases the total distance from the sidewalks on Edmonds Avenue to the sidewalk on the north side of Puget Drive SE. On the other hand, the narrowing and definition of the throat for the power line ROW improves pedestrian crossing distance and delineation at that location - albeit a very low volume access road. Also, pedestrian traffic is believed to be quite low in this area as none were observed crossing any intersection leg during the recent AM peak hour study. . • • • , . ,......._......... . - N , I . • / .11 , • , . • Existing Sidewalk ;• +I: 4 ' , ; i .. N '• . . • \ - \ • • I . ! : wirms .. 3_1 I ——....._ . r r I I • • / ' ' r . I I • • . / . ! ! ; • i i i. • I ' r , • .444 . I . r • , ,PUG -r- -- ' '--)Rt\r • I i , ,S . . '1 . •. . I ' - jN'\"'.'''' ':\\'I''''''NNS.411,"N\\\ . •I . 111 1 . / f . . ' . 1 • . I i1 II" 1 I I ! , I I , • •1 i • 1 . I • I I . i I . i I ! : • ...• l• • . .I• 11.1 1 I 1I 11.1 cn ! I t 0 1 z • 1 ILU I i 1 < ' • . 0 ! • I . . Z. I ! •1 0 . . 0 La ! I., . . .... ...... ....._ .. _.... .., . j 1 . i WILLIAM POPP 1 1 ! PROPOSED INTERSECTION CONFIGURATION 1 I<ENSINGTON : ASSOCIATES i CREST • Figurc! .. William Popp Associates Transportation Engineers/Planners (206)454-6692 FAX(206)454-0187 November 21, 1997 To: Richard Butko From: William Popp William Popp Associates • Subject: Parker PUD Re: Traffic Analysis Update The following memorandum was prepared to summarize the trip generation and traffic volumes for the proposed Parker PUD project located on Royai Hills Drive in east Renton, Washington. The purpose of this analysis is to compare project trip Generation results and surrounding traffic volumes with previous traffic findings conducted for this project within the September 1, 1994 study; as well as previous studies conducted in 1993 and 1989. The results are summarized below. Proposal The current proposal for the Parker PUD is a 200 unit condominium/townhouse development. The previous PUD submittal was for a 307 unit development with a 50/50 split between single-family and multi-family dwelling units. The site is located on the west side of Royal Hills Drive north of the Puget Drive/Edmonds Avenue intersection. Existing Traffic Volumes Average weekday traffic counts (AWT) on Puget Drive west of Edmonds Avenue and Edmonds Avenue south of Puget Drive were obtained from the city of Renton for the years 1990 through 1997. The majority of these counts were counted during the summer months between May and August. However, in 1996 the count was conducted in January. These volumes are presented in Table 1 below. Bellevue Financial Center•Suite 314.225 108th Ave NE•Bellevue, WA•98004 Mr. Richard Butko Page 2 11/21/97 Table 1 AWT Traffic Volumes Puget Drive Edmonds Ave west of south of Year Edmonds Ave 1990 Puget Dr 11,030 10,240 1991 11,900 1 qq2 10.360 10,690 10.220 1993 10,530 1994 9,380 10,300 9.210 1995 10,190 10.080 1996 9,020 1997 8.380 9,430 8,670 As shown in Table 1, traffic volumes in the vicinity of the Puget Drive/Edmonds Avenue intersection are declining at a rate of approximately 2% per year. In addition. this consultant conducted PM peak hour turning movement counts at this intersection in 1989 and 1993, and obtained a 1996 count from the city of Renton. The total entering PM peak hour volume is 1.134, 1,028. and 952 respectively. Based on these counts, the PM peak hour volume at this intersection is decreasing at an approximate rate of 3% per year. Also, as shown from the AWT and PM peak hour traffic count findings, it is estimated that the AM peak hour volumes are decreasing at the same rate. ie. between 2 and 3 percent per year. Trip Generation Trip generation for the Parker PUD was calculated using data presented in the Fifth Edition of the Institute of Transportation Engineer's (ITE) report entitled Trip Generation. 1991 under Land Use Code 230 - Residential Condominium/Townhouse. Residential condominiums are defined as single-family ownership units that have at Ieast one other single-family owned unit within the same building structure. In addition. the previous analysis for the project. submitted September 1, 1994. identified trip generation volumes based on a 307 unit PUD with an approximate 50/50 split between single-family and multi-family dwellings. Mr. Richard Butko Page 3 11/25/97 A summary of the trip generation is presented in Table 2 for the previous and current site plan. Table 2 Trip Generation Land Use AM Peak PM Peak AWT Total In Out Total In Out 307 Units n/a 157 38 119 184 123 61 200 unit Condominiums 1,172 88 15 73 - 110 73 37 Net Decrease n/a -69 -74 -44% -40% As shown in Table 2. the current project proposal is estimated to have a maximum impact of 1,172 daily, 88 AM, and 110 PM peak hour trips on the surrounding street system. The volumes generated from the current site plan are approximately 42% less than the previous site plan submittal. The actual peak hour volume decrease is 69 and 74 trips during the AM and PM peak hours respectively. Conclusions As shown above, the traffic volumes in the vicinity of the project primarily along Edmonds Avenue and Puget Drive are decreasing at a rate of approximate 2 to 3 percent per year. Likewise. the latest trip generation estimates for the project show a decrease in volume of approximately 42% for both peak hours. . Based on the foregoing analysis, the previous traffic analyses submitted to the city provides a conservative estimate of existing traffic volumes and project traffic impacts. Therefore, further analysis of traffic conditions does not appear warranted and the conclusions and recommendations presented in the previous studies could thus be retained and noted as being conservative (on the safe side). Mitigation As noted in the September 1, 1994 traffic analysis, level of service based mitigation cannot reasonably be required at the intersection of Puget Drive SE/Edmonds Avenue SE/Royal Hills Drive since the analysis showed more than adequate available gaps and • Mr. Richard Butko Page 4 11/25/97 • satisfactory level of service with the 307 unit PUD. However, based on field observations it appears that some modifications to the intersection would improve traffic operations over the current condition. The best solution appears to be reconstruction of the intersection's northwest corner to provide a designated right-turn lane around the corner that would merge into the westbound lane on Puget Drive. Because there is adequate roadway width on (1) Puget Drive to delineate two westbound lanes and (2) Royal Hills Drive to delineate two southbound lanes, the majority of the expense of this improvement would be reconstructing the radius of the northwest corner to promote smooth flow. With this modification southbound right turns would no longer be required to sop and could merge into traffic in a more desirable manner. A concept sketch for this improvement is shown in Figure 1. __-.....__.. ____. .._._ . . • ' . • ..... . ... ._ ..______________ . • N • . - ----:,--- ,ce 4.4 . (1) : • I • --4 • I Z : i :• -J 1- • . ; )-- , 0 . , CY,• • Existing Sidewalk : .! ., : • N / New Curb . :• , . . . .ew Sidewalk •-•• •-•--- ....„.....). _.... .1 - \ / - . . . . . / • , . . i • . PLis ..7., • -S,c• .....fi • .• . •• • • • • . • . ' . • . . • in • (.11 In 4, t D Z u..I (I) 0, Z 0• E . 0 iil i WILLIAM POPP PROPOSED INTERSECTION CONFIGURATION PARER 1 ASSOCIATES PLTD , • Figure 1 William Popp Associates Transportation Engineers (206) 454-6692 December 1, 1993 FAx 454-0187 Renton City Council 200 Mill Avenue South Renton, WA. 98055 Subject: Parker PUD Comprehensive Plan Reevaluation Re: Updated Traffic Analysis The following letter documents our findings in regard to the request for an updated traffic analysis for the subject plan reevaluation. In 1989 William Popp Associates submitted a letter report to the City summarizing the traffic analysis and recommended improvements for the Parker PUD. These recommendations are included in your staff report dated November 17,1993 and listed under 6/19/89. The update traffic analysis was requested after concern was expressed about increased traffic volumes at the intersection of S. Puget Drive and Edmonds Avenue SE/Royal Hills Drive since 1989. To address the request, a PM peak hour turning movement count was taken at the intersection of South Puget Drive and Edmonds Avenue SE/Royal Hills Drive on Tuesday'November 30, 1993. The results of the count indicated that the PM peak hour volumes had actually decreased between 1989 and 1993. The total entering volume at this intersection in June 1989 was 1,134 vehicles per hour, whereas the • total entering volume in November 1993 was 1,028 vehicles per hour. This represents a 9 percent reduction in traffic. There are several possible explanations for this reduction including time of year the count was taken, downturn in the economy, weather conditions, etc. However, it appears that traffic volumes in this area of Renton have generally decreased over the last several years as reflected by the 1990.and 1992 average weekday counts on Puget.Drive which decreased by 300 vehicles per day (11,000 to 10,700 vehicles per day). The 1993 level of service for the S.Puget Drive and Edmonds Avenue SE/Royal Hills Drive was calculated using the 1993 counts and compared to the 1989 level of service for both the with and without project conditions. A brief refresher on level of service: level of service values range from level of service A to level of service F with A the highest. Level of service provides an indication of the operating efficiency of an intersection. The results of the level of service analysis are presented in Table 1. First Intc•rsIntr.�Center • tiuiu :)I-! • 2251()8111:\vr. N.I?. • lic•Ilcvtuh. \Vi1sltingR n OHO( 4 Table 1 S. Puget Drive and Edmonds Ave/Royal Hills Drive PM Peak Hour Level of Service w/o Project w/Project Movement 1989 1993 1989 1993 Eastbound left-turn B A C B Eastbound right-turn C B C B Northbound left-turn A A A A Southbound through D C D D Southbound right-turn A A B A As shown in Table 1, the level of service based on the 1993 count for the with and without project condition is either equal or better than the 1989 condition. Furthermore, the level of service for all movements for the 1989 and 1993 conditions is acceptable. The mitigation measures proposed are not based on level of service deficiencies but • rather safety and geometric alignment needs. The mitigation measures proposed in 1989 are therefore valid today. They include: 1) Provide a channelization plan for the intersection of S. Puget Drive and Edmonds Avenue SE/Royal Hills Drive. See Figure 2. 2) Construct glare screen. Eliminated based on staff recommendation. 3) Street Lighting. To be installed by Puget Power. 4) Add right turn lane on Royal Hills Drive. An improved chsnnelization plan for the north leg of the intersection will include a southbound right turn lane and a southbound thru lane. Both lanes will begin at 80 feet from the existing stop bar with a transition of 80 feet before the lane designation. Two "Right Lane Must Turn Right"signs shall be constructed. See Figure 2. 5) Increase the storage length of the left turn pocket on Puget Drive. The storage length of this pocket has been increased to approximately twice its original length 40' to 80') since the estimated increase in volume is approximately twice the existing. See Figure 2. 6) Redesign of pipeline access road. With paint and buttons, access to and from the pipeline road is better defined as an abutting street to the main arterial route. See Figure 2. I believe this addresses your request and provides a technical basis to approve the project. Very Truly Yours, /1,47- a- 27461-r-IL. Gary A. 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January 4, 1999 Prepared For: Dick Butko Our Job No.5511 --- ' -- - - jit il ia'elitz).-- . rk J.Rigos Project Engineer DEVELOPMENT PI1 NNING • CITY OF RENTON Il99 .. 1999 8 Mp 11 RECEIVED II! EXPIRES 2/18/2 o DBM Consulting Engineers 502 16th Street,N.E.,Suite 312 Auburn,Washington 98002 . Phone: (253) 887-0924 . Civil Engineering,Land Planning,Surveying,Environmental Services r 1 TABLE OF CONTENTS 1. GENERAL INFORMATION 3 2. UPSTREAM DRAINAGE ANALYSIS 3 3. ONSITE DRAINAGE ANALYSIS 4 3.1 EXISTING STORM DRAINAGE 3.2 PROPOSED STORM DRAINAGE 4. DOWNSTREAM ANALYSIS 5 5. RESOURCE REVIEW 5 5.1 BASIN RECONNAISSANCE SUMMARY REPORT 5.2 CRITICAL DRAINAGE AREA MAPS 5.3 FLOODPLAIN/FLOODWAY MAPS 5.4 OTHER OFF-SITE ANALYSIS REPORTS 5.5 SENSITIVE AREAS MAPS 6. SOILS MAP AND CLASSIFICATION 6 7. WETLANDS INVENTORY NOTEBOOK 6 8. CONCLUSION 6 APPENDIX Exhibit A Vicinity Map Exhibit B Assessor's Map Exhibit C Drainage Basins Maps Exhibit D Onsite Drainage Basin Map Exhibit E Offsite Drainage Basin Map Exhibit F Floodplain/Floodway FEMA Map Exhibit G King County Sensitive Area Map Folios Exhibit H City of Renton Sensitive Area Maps Exhibit I . City of Renton Zoning Map Exhibit J Soils Map and Classification Exhibit K Storm Drainage Calculations and Figures 2 3121 - '9';'''r.irm' - --;:r' --77 4i�•Tc •?y (X•` �:L;: • - : -ui•,., t./ �• n1 sr .1.•YAY 23�:i`.r.,N'l:i.'xtL ;,• ' r,.r w.:; e:iQ ----__...- •itnw+:''• • :h;.;r.em .Mrr�r' : ":'y" -Y'6Ti�'ST .t,i .i "}:,ti"� r L!;. {I .1-,. I ® I ,.„... -i'L _ ;R, ..�:, -�r:' :�,i1� � �Iy1r�aYu1�,1 �� [0lrtlel,/„{! F..f+.y�.i. -_.i�Yllgt'�: 1.' �� 1� _{®�l��lL•IFILL.i® -��:L' "�'1_r-+'��f•. r'f:i ,I�i �<:t+"•psi 7.a,. :< ~•;s;.gg ,. ,. < _ E� r,! • m #,,? s v.''L.. ' ,:tt11: ,r` 41`"' I .41?9.t4.y,;{r /� ' �kE_.n�_ :ie; '?rw`l... 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Upon review of these sensitive area maps, it was found that the majority of the site is not located within a delineated sensitive area. There are no delineated wetlands on or adjacent to this site. There are no seismic hazards on-site, however, approximately 1-2 miles east of the site are seismic hazard areas. The Cedar River is considered a Class I stream, but it is approximately 800 feet to the north of the site. The sensitive area maps show little or no probability of landslide or erosion hazard areas. However, the completed topographical survey indicates that steep slopes of greater than 40% exist in the area. The development of the site will incorporate appropriate setbacks and buffers from these steep slope areas. The site is not within a coal mine hazard area,per King County sensitive area maps. 6. SOILS REPORTS A soils report for the site was completed, and the soil was classified as Alluvial Terrace Gravel (Qg) and Glacial Drift(Qd) [see the Geotechnical Report by GeoEngineers]. In addition,the Department of Agriculture's Soil Conservation Service analyzed the on-site soils as AgC (Alderwood gravelly sandy loam) and AkF (Alderwood and Kitsap soils). The soils map and classifications are exhibited in the Appendix. For design purposes, the soil is classified as soil type B. 7. WETLANDS INVENTORY NOTEBOOK The Wetland Inventory Notebook indicated that there were no wetlands located on or in the direct vicinity of the site. 8. CONCLUSION The downstream areas for the site appear to have plenty of capacity, due to the Cedar River. Currently, the majority of the site's runoff sheet flows into the Cedar River. The site is not located within a depression or critical drainage area; consequently, the Cedar River will never flood the site. Temporary erosion control measures will need to be addressed carefully when construction operations begin on the site, due to the steep slopes of the downstream areas. In addition, the downstream storm drainage conveyance system for the future site will have to be designed carefully to accommodate the downstream steep slopes. 6 EXHIBIT A VICINITY MAP APPENDIX . EXHIBIT B ASSESSOR'S MAP \-..i. r' 11 }�+T ,.... lL t M J.�O.."""'.-�. ., /.r• :.! •'�•f�±a.� !\8 +, ' `� ps y� v.✓✓ a,�•p I - c.. f°,'ice fM' I .o' d{ •;:r �P ., ` - 'Jya I of • r ff I , �`- S �-'f1 • • - z+ s II '� r tee oil y'. �, : +vim r r ei r'+ � 9 . ' \ .4 . %.... . 4 ......., • VC,. I. ." i. YrJ f I �1 - '/ a I �, >,�I „ ��' _ \ • \\_____________ ,•-•••• ..,_ \:•:,..'Sfes,\, -,,•••-... \=..I . — 1,..>"-/r itf • - -Th.,1_:___________--, -I.— I .1 ,,---\,. t : '-:.- .,,- . .........______,\,-.-..,., J `` '• . - r_i•„� �, • --- fJC•62t �.. •tir ••J rf01_ :SIMIWn _ i `1 J311w. .yf. 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L EXHIBIT H CITY OF RENTON SENSITIVE AREA MAPS , 1 ii 0 ', ' ,;F. FLS1I1it; PA\ NS . . CITY OF RENTON SENSITIVE AREA MAPS =__===____=_-___ Lakes ''ff "' (City of Renton) ��1}��'.�{�-��# �� Floodplains J trio it)e f+,!, '•:%,fir:.jjr: v:>:'':�%te2r%. Flood plains (King County) 7 Streams Rivers Highways Main Roads Municipal Boundaries Sphere of Influence Boundary * Generally including areas mapped by EEMA. up to Zone X: areas where 100 year flood waters can be less than 1 foot in depth. Note: Areas within jurisdictions other than Renton not shown unless mapped by King County. •This document Is a graphic representation,not guaranteed to survey accuracy,Intended for '• city purposes only and based on the best Information available as of the date shown. This material is owned and copyrighted by .50 J \ I 1 + ` . if Ci;,...,a:Y'+': II1 'I 1 1 I 4a'w ., '. ,aai$; ,-,1,E-S,aa-=� �" 61,,,,,,,,Y0,....',...,..:,...,..Y;.:,}4.:,:fr,,lll 1 i I i 1;i'i i' 1 1' I, ' 1 t ,'�' ^u-- 15—t(' ,1,1,1�1,1 1,111 I I,1 01 1 1,1 11'1 1 1 I I �^y�§ 3 , 1::::::::::::::':!::::::::1111,1 0'I1I1IN'1'lll• J n I \ e� I,I;I;;';1''I'1'1';'1' 1 I 1,1 ' L .±\ I _1Ill limos -� ♦ I I 1 1'1 I�I�iI' I''i'i;i'i'1'I�;1�; rift P__ BENSON HWY tQ, Ji1. 0 O 11 r • ao I RIhiliwit MOfVD:/ rnI SooS I rs4ifZ 0aa.1.a .1•,K z. / 3` -•-•• Fill :m4 �/. -- z ...:".„, LI j-:).; ...‘ V - _ 140th AVE SE - ' , O/) �.�--.3-i� 1 I I 1 1 L lE- i'r -- I DUVALL AVE E 1 '1 �GJ M % S;, +i i I i II DO '� " o • `ti /� : . • rn '1'I'I'll'I'''''1''1 �: - •':'t :.'4;�;'^1.f;'t�i^;:`:� "•fy. I1 i 1 • 1 M1�1 1 I' 11 111 \ \ '' ETLAN Ct S 9 Li. KES . . * '''. RIVERS4STREAMS . . . . , - CITY OF RENTON SENSITIVE AREA MAPS -,° . Lakes y: (City of Renton) .,,,,t .`r` ,t Wetlands ( y ,:K r5.•• V k : . r• C tM ~e x (Ding oun y �. Wetlands :;�1 )e . . . ..\ s. tr. :' " ; 's am . . r:y} r, l ittent Streams 14 14 '.A '''• `'``, ; ' .'t t { • ,: Rivers � :-1 , srk, Highways 0,� , , 1 �' ) yu}y. .. kti�' i,,f' • S'' Roads `4 f 4,r: Nlain - Municipal Boundaries C , t. 6K M f�fr ::::::...,,,,, 4. 4y - Sphere of Influence 'Ro ¢ rc '.:1 k:- -;t:.::::.r.--•?:.!..-,,,.:.•-:::;1,..,1,.1-;:;,•,"..;.;.... . ; ; :...,_ ' �° Wetlands and stream reach labels s�io8k� � -I ,. ., _ -., . i1,-.::pia .„... .1.N.1_,.,•,-,:.,! 2 4: s:2CITY OF RENTON SENSITIVE AREA MAP 1 ..i.4 . . ,.1.4,,,... ..• F . , • .• ..1\)..),S.1 5K -.4 4-'.'• • .7,.. 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Y�•,+-�.' ,..•rr,,.-' ',�Qr�.`"��t.TM- 'l• ' ,4.'1.4 r��,e i•3::,I: r✓, ` = 49�"t�•� p,�: !,ylEy ,J-:f-.0Ttkly,. t. _ ';:::.4x.;:1;. ..• a-C',{'.'ai, !:t .,io .:7,�i.!•r•-r,i li = F- •1s'`I•cr w,`y'y Fc:.n{.I.:r n,<:.1J ��.:v ° i'l•'1Z �-C.2�s '�:?a .F�,•,r. �r Star �'"• t`ti?,., ar.. ^•y,.. d' tr.ii ,� a��?�"^l` 7a5;','.;.` .pU:s :i;p'r:',�•iS's1' r :�•3w'' a +tt 7..''. _c'_ '�`' r� � 11{' i'rr -7 .S:(tr-:Y-. ,, •,,,,py�,-,:.-p, ._s:,�obt•._ .' • y"`i� !.i, •' 1 :: `31',. `z Ar• • ... r ' !' /b f 7 r� 4,.:s,` ] ' ='1 � 1 '1I I I___ r N.ti'L ,t•�;lX, •.; �,. ..,--•� r 'Ca�..�'rNL I' . . . ' .. + � PICA/ -.�-_ +-� <T7: _ r.i?:'nes:iS: ._ "�'" .•�'/{ SOILS CLASSIFICATION /ENT OF AGRICULTURE 'ATION SERVICE KING COUNTY AREA,WASHINGTON SOIL LEGEND The first capitol letter Is the initial one of the soil name. A second capital letter, A, 8,C,D,E,or F, Indicates the class of slope. Symbols without a slope letter are those of nearly level soils. SYMBOL NAME • Boundary,national State AgB Alderwoad gravelly sandy loam,0 to 6 percent slopes a AgC Alderwoad gravelly sandy loam,6 to 15 percent slopes • County, Parish,manic. AgD Alderwood gravelly sandy loam, 15 to 30 percent slopes a AkF Alderwood and Kitsap soils,very steep Civil township, prec,n, • AmB Arents,Alderwood material,0 to 6 percent slopes* Incorporated city, •.,i'c AmC Arents,Alderwoad material,6 to 15 percent slopes* An Arents,Everett material• Reservation,nari•-ra. BeC Beousite gravelly sandy loam,6 to 15 percent slopes Small par+, cemerer:. BeD Beousite gravelly sandy loam, 15 to 30 percent slopes BeF Beousite gravelly sandy loam,40 to 75 percent slopes Land grant Bh Bellingham silt loam Township or range !,•.e, Br Briscor silt loam Bu Buckley silt loam Tawnsntp or range line Cb Coastal Beaches • Serrian line, United Srcr Section line,ooprnoira'• Ea Earlmont silt loam Ed Edgewick fine sandy loam Township line,nor!J-i-a EvB Everett gravelly sandy loam,0 to 5 percent slopes EvC Everett gravelly sandy loam,5 to 15 percent slopes Section line,nor Uni•ea EvD Everett gravelly sandy loam, 15 to 30 percent slopes Section corner,found EwC Everett-Alderwood gravelly sandy looms,6 to 15 percent slopes • . Boundary rronomer•r: 'a• InA Indianola loamy Fine sand,0 to d percent slopes • InC Indianola loamy fine sand,4 to 15 percent slopes United States mineral .r InD Indianola loamy fine sand, 15 to 30 percent slopes KpB Kitsop silt loam,2 to 8 percent slopes Buildings (dwelling, cj: KpC Kitsao silt loam,8 to 15 percent slopes KpD Kitsap silt loam, 15 to 30 percent slopes School,cnor:n,and ce- KsC Klaus gravelly loamy sand,6 ro 15 percent slopes o t ill u,;5 char^,.Hare- Ma Mixed alluvial land Rawer rrunsmisstcn :1 - NeC Neilton very gravelly loamy sand,2 to 15 percent slopes Telephone line,nice):-- Ng Newberg silt loam Nk Nooksack silt loam ',Veils erne_,!,an ware, No Norma sandy loam Tuni's a,,,water.+-rc. Or Orcos peat Located or Iondmari. so Os Oridia silt loam OvC Ovall gravelly loam,0 to 15 percent slopes OvD Ovall gravelly loam, 15 ro 25 percent slopes OvF Ovall gravelly loam,40 to 75 percent slopes Horizontal and•:+.rr,.c;i Tcbler, :pjri: le•re•-- Pc Pilchuck loamy fine sand Pk Pilchuck Fine sandy loam Other recoverable Pu Puget silty clay loam a • .Py Puyallup fine sandy loam I pFi:•fin:al car:rr::i e:. Any rec•overaale -or RaC Ragnar Fine sandy loam,6 to 15 percent slopes ROD Ragnar fine sandy loam, 15 to 25 percent slopes Vertical c'+n rrnl:tat.•• RdC Ragnar-Indianola association,sloping* RdE Ragnar-Indianola association,moderately steep* Oyer-eaa:er:c:e Re Renton silt loom • •__•_ _,- Rh Riverwash Unciecled sprit eleva• So Sala! silt loam Sh Sammamish silt loam Sk Seattle muck Sm Shalcor muck Sn Si silt loam So Snohomish silt loam Sr Snohomish silt loam,thick surface variant Su Sultan silt loam • Tu Tukwila muck Ur Urban land r_ ,��r-r.,+"•�"a,St E{:r ,.,.z •,i_ --.1..,,,e,,t- tei? '" ';5r ar. K'fP-4.i.i�g4P?a, ::,1A, 'itd^ Itr• y. `5 'a.ca:.7 ..s;i =_.•'• •.-a �i,-,edN :,n,3 e'`v.,,' ':` : :441,:2,_:;f._ ..f,n . :T:c ` '�'iqr..,iF'` . } •-;:.- :C.`f,yA^" ,.�,yy>;3-;. • .i..•.i:}�:• %,i::t.._;.n.�a{7.'v"'.:✓a ;:i'x',•n=5:,e.s"'�-••,:-:�.: •.4.�::• .�_��_.)w`--,a "•`V" xi'�ti-:4y%':i'1.'uk'''.1c.t••%:+1 • • -.1.+-..y:. 1•S:: ...7.•.l...'.! :i,'"..ni•_(:.:";:r.T}Y[,":.� s - ` .� i4� :.0 "y,.'^ ;.fi'i;:1.i'{•+'e:v��•'M SR .Yw.Y- -i.li R F. ,-''4:::,.' ,,. ;21,t� l °G;�'.C,_O,�II�I•�:'T~Y �W A"�S H I N G T O-N �.S U :A,.C.. .;; �4:.:,�:,�_, • P:,�;°•' ,3�'� ��r:"• ,;� E:•;W:A•.T.E R .D E` �I��G�N�.=• L �"•' �'��;: �z�-- '- -.:..:��:•.%,. Fy. .:.r... :r( ':,. , .: M F_L ��,:w. •fort,_ , a�:d;'9'_.x.: .4:= Soil.- �._F+'�-•�.+ ..;tV.,.. 4':=-1,r,':'�•k�.i'`':a.,.;i'<`..kti{..�yFV'y:. .it.1- . .:H -'•ir., act y -•. n, .. rr�-]_..-.-. . �:....:r.3 �`. :1. - , .._ - _ „.K....�yts,::"�+''� ->d,L' - <.'.u�;: .., '" .. :. ..:•r.; .r:�.�iii'S''-'�:Md:�:.`i��k.��y•'E,�rn•»'.I _TABLEr3:5:2B"�SCS WESTERN WASHINGTON RUNOFF CURVE 'fir"�'` f�'�,,, NUMBERS• .. - .. -j i.1.• „•... '`rzd•::r.a.i-:':.'�::..::. . .•..•_. t:.::. . .. - .. �c+,'�''�• .5'"�J>.Gic"�.t� . •t. ... .... ...... ..:...:. ....:•....,.: .. r• .......4._ _.3., _ "-,Si+-t .. ... •:z-:,_:: _ PJa'X.�1{tu1Stlin_sc:•�" • • ,_ SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (Published by SCS in 1982) ; • • : Runoff curve numbers for selected agricultural,:suburban and urban land use for Typ• e 1A •..r'... :.':' " rainfall distribution, 24-hour storm duration. t ' CURVE NUMBERS BY • . HYDROLOGIC SOIL GROUP . LAND USE DESCRIPTION A B C D _ Cultivated land(1): winter condition • 86 91 94• 95 ' Mountain open areas: low growing brush and grasslands 74 82 89 92 Meadow or pasture: • 65 78 85 89 Wood or forest land: undisturbed or older second growth 42 64 76 81 - • Wood or forest land: -young second growth or brush 55 Orchard: L •81 • 86 with cover crop 81 88 92 94 • • Open spaces, lawns, parks, golf courses, cemeteries, - landscaping. good condition: grass cover on 75% or more of the area 68 80 86 90 fair condition: grass cover on 50% to 75% of the area 77 85 90 92_ Gravel roads and parking lots 76 _ LW Dirt roads and parking lots. 89. 91 72 82 - 87 89 Impervious surfaces, pavement, roofs, etc. 98 98 98 Open water bodies: lakes, wetlands, ponds, etc. 100 100 100 100 • •Single Family Residential (2) . . • • • Dwelling Unit/Gross Acre . % Impervious (3) 1.0 DU/GA 15 Separate curve number 1.5 DU/GA • • 20 shall be selected 2.0 DU/GA 25 for pervious and • 2.5 DU/GA 30 impervious portion • 3.0 DU/GA 34 of the site or basin 3.5 DU/GA . . - 38 - • 4.0 DU/GA 42 . • 4.5 DU/GA ` 46 ` • 5.0 DU/GA 48,_. • - 5.5 DU/GA 50 . • 6.0 DU/GA '. . ' 52 . . • . , .. 7.0 DU/GA 56 Planned unit developments, • . ' % impervious• • condominiums,a rtments, Pa. :.':.•:•",. :''must be computed .. • commercial business and - ' - = ' industrial areas - . .._. ,. _ ' • • (1) Fora more detailed description of agricultural land use curve numbers refer to National Engineering ' :: - 'Handbook, Section 4, Hydrology, Chapter 9, August 1972. (2) Assumes roof and driveway runoff is directed into street/storm s stem. . _ ,;:.-.(3) „•�.The remainin y _.; g pervious areas (lawn) are considered to be in good condition for these curve numbers... :..:°;. ',:•: ';-.:::?�-,':;' . .- :r. .esa • - _s.;:r. .... ,...Sri .. ..;{: --� �3.5.2 - 1. 3 r. 2• � -.. ,.},...-T.. , �.: ;T .r. :�; w : r • '• ,•• .: v_ _;� :�f"�_ •v.h,:: i -;Y'• Te t:n/-': '.r ` F. . sT-:: . �]r: yTTg..: C.l v�'�'U}a0£� _ t^� � .' - d:� 'a_: :•:.�` A l:r k.;=- '_�--.�.. n. ._ . i.�.0 . t .'T;: _ 4 .i,- q-rN:i cG --" r. •1 � a;:ii- ''' .- •i .r '.- :� ; 4�. � :l �=>`T ' °' s � . � � ac- T .•: rd¢ r. "" F:e , �1 •r �: -;.. � TY-„ ., f% -." . -_.• tr- t::a.:. . <. ._, _# . . e- ry+: ig' -wvy� gr4 �-vti - acE_n_K.r,.�rt. _.:am.__,e":t,•_-1 -. . br> .. EXHIBIT K STORM DRAINAGE CALULATIONS AND FIGURES tl 19 Kensington Crest HYD Calculations 5511 ******************** S.C.S.TYPE-lA DISTRIBUTION******************** ********* 2-YEAR 24-HOUR STORM **** 2.00"TOTAL PRECIP. ********* 1,004 ENTER:A(PERV),CN(PERV),A(IMPERV),CN(IMPERV),TC FOR BASIN NO. 1 1.9,82,1.9,98,15.7 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 3.8 1.9 82.0 1.9 98.0 15.7 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .99 7.83 16673 ENTER[d:][path]filename[.ext]FOR STORAGE OF COMPUTED HYDROGRAPH: c:\p25511.ext ******************** S.C.S.TYPE-lA DISTRIBUTION******************** ********* 10-YEAR 24-HOUR STORM **** 2.90"TOTAL PRECIP. ********* ENTER:A(PERV), CN(PERV),A(IMPERV),CN(IMPERV),TC FOR BASIN NO. 1 1.9,82,1.9,98,15.7 DATA PRINT-OUT: • AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 3.8 1.9 82.0 1.9 98.0 15.7 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 1.67 7.83 27317 ENTER[d:][path]filename[.ext]FOR STORAGE OF COMPUTED HYDROGRAPH: c:\p35511.ext ******************** S.C.S.TYPE-1A DISTRIBUTION******************** ********* 100-YEAR 24-HOUR STORM **** 3.90"TOTAL PRECIP. ********* ENTER:A(PERV),CN(PERV),A(IMPERV), CN(IMPERV),TC FOR BASIN NO. 1 1.9,82,1.9,98,15.7 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 3.8 1.9 82.0 1.9 98.0 15.7 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 2.47 7.83 39802 ENTER[d:][path]filename[.ext]FOR STORAGE OF COMPUTED HYDROGRAPH: c:\p45511.ext Doug van Gelder Page 1 12/21/98 Kensington Crest HYD Calculations 5511 • ********************S.C.S.TYPE-1A DISTRIBUTION******************** ******** 2-YEAR 24-HOUR STORM **** 2.00"TOTAL PRECIP. ********* f et111 ENTER:A(PERV), CN(PERV),A(IMPERV),CN(IMPERV),TC FOR BASIN NO. 1 3.8,72,0,0,34.1 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 3.8 3.8 72.0 .0 .0 34.1 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .08 12.50 4020 ENTER[d:][path]filename[.ext]FOR STORAGE OF COMPUTED HYDROGRAPH: c:\po25511.ext ******************** S.C.S.TYPE-1A DISTRIBUTION******************** ********* 10-YEAR 24-HOUR STORM **** 2.90"TOTAL PRECIP. ********* ENTER: A(PERV), CN(PERV),A(IMPERV),CN(IMPERV),TC FOR BASIN NO. 1 3.8,72,0,0,34.1 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 3.8 3.8 72.0 .0 .0 34.1 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .26 8.00 10295 ENTER[d:][path]filename[.ext]FOR STORAGE OF COMPUTED HYDROGRAPH: c:\po35511.ext ******************** S.C.S.TYPE-lA DISTRIBUTION******************** ********* 100-YEAR 24-HOUR STORM **** 3.90"TOTAL PRECIP.********* ENTER:A(PERV),CN(PERV),A(IMPERV),CN(1MPERV),TC FOR BASIN NO. 1 3.8,72,0,0,34.1 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 3.8 3.8 72.0 .0 .0 34.1 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .66 8.00 19064 ENTER[d:][path]filename[.ext]FOR STORAGE OF COMPUTED HYDROGRAPH: c:\po45511.ext Doug van Gelder Page 2 12/21/98 N • . Kensington Crest HYD Calculations 5511 SUMMARY OF INPUT ITEMS 1)TYPE OF FACILITY: VAUL.')r 2)STORAGE DEPTH(ft): 8.00 3)VERTICAL PERMEABILITY(min/in): .00 4)PRIMARY DESIGN HYDROGRAPH FILENAME: c:\p45511.ext 5)PRIMARY RELEASE RATE(cfs): .66 6)NUMBER OF TEST HYDROGRAPHS: 2 TEST HYD 1 FILENAME: c:\p35511.ext TARGET RELEASE(cfs): .26 TEST HYD 2 FILENAME: c:\p25511.ext TARGET RELEASE(cfs): .08 7)NUMBER-OF-ORIFICES,RISER-HEAD(ft),RISER-DIAM(in): 3, 8.00, 24 8)ITERATION DISPLAY: NO PERFORMANCE: INFLOW TARGET-OUTFLOW ACTUAL-OUTFLOW PK-STAGE STORAGE DESIGN HYD: 2.47 .66 .65 7.99 15823 TEST HYD 1: 1.67 .26 .31 7.64 15120 TEST HYD 2: .99 .08 .08 6.18 12230 SPECIFY: D-DOCUMENT, R-REVISE, A-ADJUST ORIF, E-ENLARGE, S-STOP e ENLARGEMENT OPTION: ALLOWS FOR INCREASING STORAGE AT A SPECIFIED STAGE HEIGHT,TO PROVIDE A FACTOR OF SAFETY. ENTER: STORAGE-INCREASE(%), STAGE-HEIGHT(ft) 10,.01 PERFORMANCE: INFLOW TARGET-OUTFLOW ACTUAL-OUTFLOW PK-STAGE STORAGE DESIGN HYD: 2.47 .66 .60 7.94 17298 TEST HYD 1: 1.67 .26 .27 7.60 16550 TEST HYD 2: .99 .08 .08 5.71 12430 Doug van Gelder Page 3 • 12/2I/98 • •Kensington Crest HYD Calculations 5511 SUMMARY OF INPUT ITEMS 1)TYPE OF FACILITY: VAULT 2)STORAGE DEPTH(ft): 3)VERTICAL PERMEABILITY(min/in): .00 4)PRIMARY DESIGN HYDROGRAPH FILENAME: c:\p45511.ext 5)PRIMARY RELEASE RATE(cfs): .66 6)NUMBER OF TEST HYDROGRAPHS: 2 TEST HYD 1 FILENAME: c:\p35511.ext TARGET RELEASE(cfs): .26 TEST HYD 2 FILENAME: c:\p25511.ext TARGET RELEASE(cfs): .08 7)NUMBER-OF-ORIFICES,RISER-HEAD(ft),RISER-DIAM(in): 2, 5.00, 24 • 8)ITERATION DISPLAY: NO PERFORMANCE: INFLOW TARGET-OUTFLOW ACTUAL-OUTFLOW PK-STAGE STORAGE DESIGN HYD: 2.47 .66 .56 4.91 18133 TEST HYD 1: 1.67 .26 .26 4.65 17170 TEST HYD 2: .99 .08 .07 3.40 12540 Doug van Gelder Page 4 12/21/98 4 •Kensington Crest HYD Calculations 5511 ******************** S.C.S.TYPE-1A DISTRIBUTION******************** ********* 2-YEAR 24-HOUR STORM **** 2.00"TOTAL PRECIP.********* ENTER:A(PERV),CN(PERV),A(IMPERV),CN(IMPERV),TC FOR BASIN NO. 1 , 1 r,,-.0.?„ 3.1,82,6.2,98,11.3 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 9.3 3.1 82.0 6.2 98.0 11.3 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 3.12 7.83 47193 ENTER[d:][path]filename[.ext]FOR STORAGE OF COMPUTED HYDROGRAPH: c:\pr25511 ******************** S.C.S.TYPE-IA DISTRIBUTION******************** ********* 10-YEAR 24-HOUR STORM **** 2.90"TOTAL PRECIP. ********* ENTER:A(PERV),CN(PERV),A(IMPERV),CN(IMPERV),TC FOR BASIN NO. 1 3.1,82,6.2,98,11.3 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 9.3 3.1 82.0 6.2 98.0 11.3 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 4.98 7.83 74638 ENTER[d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: c:\pr35511.ext ******************** S.C.S.TYPE-1A DISTRIBUTION******************** ********* 100-YEAR 24-HOUR STORM **** 3.90"TOTAL PRECIP.********* ENTER:A(PERV),CN(PERV),A(IMPERV),CN(IMPERV),TC FOR BASIN NO. 1 3.1,82,6.2,98,11.3 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 9.3 3.1 82.0 6.2 98.0 11.3 • PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 7.12 7.83 106239 ENTER[d:][path]filename[ext]FOR STORAGE OF COMPUTED HYDROGRAPH: c:\pr45511.ext Doug van Gelder Page 5 12/21/98 s ` • Kensington Crest HYD Calculations 5511 ******************** S.C.S.TYPE-1A DISTRIBUTION******************** ********* 2-YEAR 24-HOUR STORM **** 2.0D"TOTAL PRECIP. ********* ENTER:A(PERV),CN(PERV),A(IMPERV),CN(IMPERV),TC FOR BASIN NO. 1 ()ft) 9.3,72,0,0,28 ;,t;k.f'Ii)t DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 9.3 9.3 72.0 .0 .0 28.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .19 12.50 9841 ENTER[d:][path]filename[.ext]FOR STORAGE OF COMPUTED HYDROGRAPH: c:\o25511.ext ********************S.C.S.TYPE-lA DISTRIBUTION ******************** ********* 10-YEAR 24-HOUR STORM **** 2.90"TOTAL PRECIP. ********* ENTER:A(PERV),CN(PERV),A(IMPERV),CN(IMPERV),TC FOR BASIN NO. 1 9.3,72,0,98,28 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 9.3 9.3 72.0 .0 98.0 28.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .70 8.00 25221 ENTER[d:][path]filename[.ext]FOR STORAGE OF COMPUTED HYDROGRAPH: ******************** S.C.S.TYPE-lA DISTRIBUTION******************** ********* 100-YEAR 24-HOUR STORM **** 3.90"TOTAL PRECIP. ********* ENTER:A(PERV),CN(PERV),A(IMPERV),CN(IMPERV),TC FOR BASIN NO. 1 9.3,72,0,0,28 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 9.3 9.3 72.0 .0 .0 28.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 1.76 7.83 46699 ENTER[d:][path]filename[.ext]FOR STORAGE OF COMPUTED HYDROGRAPH: c:\o45511.ext Doug van Gelder Page 6 12/21/98 •Kensington Crest HYD Calculations 5511 SUMMARY OF INPUT ITEMS 1)TYPE OF FACILITY: POND(3.0.1 STILE SL EES� 2)STORAGE DEPTH(ft):` 5.00 3)VERTICAL PERMEABILITY(min/in): ".00 4)PRIMARY DESIGN HYDROGRAPH FILENAME: c:\pr45511.ext 5)PRIMARY RELEASE RATE(cfs): 1.76 6)NUMBER OF TEST HYDROGRAPHS: 2 TEST HYD 1 FILENAME: c:\pr35511.ext TARGET RELEASE(cfs): .70 TEST HYD 2 FILENAME: c:\pr25511.ext TARGET RELEASE(cfs): .19 7)NUMBER-OF-ORIFICES,RISER-HEAD(ft),RISER-DIAM(in): 3, 5.00, 24 8)ITERATION DISPLAY: NO BOTTOM ORIFICE: ENTER Q-MAX(cfs).25 DIA.=2.03 INCHES MIDDLE ORIFICE: ENTER Q-MAX(cfs),HEIGHT(ft) .9,3.6 DIA.=5.30 INCHES TOP ORIFICE: ENTER HEIGHT(ft)4.25 DIA.=5.10 INCHES PERFORMANCE: INFLOW TARGET-OUTFLOW ACTUAL-OUTFLOW PK-STAGE STORAGE DESIGN HYD: 7.12 1.76 1.76 5.00 37752 TEST HYD 1: 4.98 .70 1.01 4.34 31170 TEST HYD 2: 3.12 .19 .46 3.80 26190 SPECIFY: D-DOCUMENT, R-REVISE, A-ADJUST ORIF, E-ENLARGE, S-STOP e ENLARGEMENT OPTION: ALLOWS FOR INCREASING STORAGE AT A SPECIFIED STAGE HEIGHT,TO PROVIDE A FACTOR OF SAFETY. ENTER: STORAGE-INCREASE(%), STAGE-HEIGHT(ft) 56,.01 PERFORMANCE: INFLOW TARGET-OUTFLOW ACTUAL-OUTFLOW PK-STAGE STORAGE DESIGN HYD: 7.12 1.76 1.32 4.52 49964 TEST HYD 1: 4.98 .70 .70 4.03 43230 TEST HYD 2: 3.12 .19 .18 3.51 36370 Doug van Gelder Page 7 12/21/98 Kensington Crest HYD Calculations 5511 SUMMARY OF INPUT ITEMS 1)TYPE OF FACILITY: 2ON D(3.0:1 SIDE SLOPES 2)STORAGE DEPTH(ft): 7.00 3)VERTICAL PERMEABILITY(min/in): .00 4)PRIMARY DESIGN HYDROGRAPH FILENAME: 'c:\pr45511.ext 5)PRIMARY RELEASE RATE(cfs): 1.76 6)NUMBER OF TEST HYDROGRAPHS: 2 TEST HYD 1 FILENAME: c:\pr35511.ext TARGET RELEASE(cfs): .70 TEST HYD 2 FILENAME: c:\pr25511.ext TARGET RELEASE(cfs): .19 7)NUMBER-OF-ORIFICES,RISER-HEAD(ft),RISER-DIAM(in): 2, 7.00, 24 8)ITERATION DISPLAY: NO INITIAL STORAGE VALUE FOR ITERATION PURPOSES: 41208 CU-FT BOTTOM ORIFICE: ENTER Q-MAX(cfs).21 DIA= 1.71 INCHES TOP ORIFICE: ENTER HEIGHT(ft)6 DIA.=7.56 INCHES PERFORMANCE: INFLOW TARGET-OUTFLOW ACTUAL-OUTFLOW PK-STAGE STORAGE DESIGN HYD: 7.12 1.76 1.76 7.00 38702 TEST HYD 1: 4.98 .70 1.06 6.31 32800 TEST HYD 2: 3.12 .19 .40 6.07 30860 SPECIFY: D-DOCUMENT, R-REVISE, A-ADJUST ORIF, E-ENLARGE, S-STOP E ENLARGEMENT OPTION: ALLOWS FOR INCREASING STORAGE AT A SPECIFIED STAGE HEIGHT,TO PROVIDE A FACTOR OF SAFETY. ENTER: STORAGE-INCREASE(%), STAGE-HEIGHT(ft) 57,.01 PERFORMANCE: INFLOW TARGET-OUTFLOW ACTUAL-OUTFLOW PK-STAGE STORAGE DESIGN HYD: 7.12 1.76 1.30 6.55 51458 TEST HYD 1: 4.98 .70 .70 6.18 47160 TEST HYD 2: 3.12 .19 .18 5.15 36380 Doug van Gelder Page 8 12/21/98 , Kensington Crest Time of Concentration 5511 Time of Concentration Developed Sheet Flow Dh (ft) ns L (ft) S (ft/ft) P2(in) T(min) 7 0.24 117 0.06 2 13.2 Dh (ft) .ns L (ft) S (ft/ft) P2(in) T(min) 4 0.011 80 0.05 2 0.9 Channel Flow Dh (ft) ks L (ft) S (ft/ft) V(ft/sec) T(min) 0.5 42 165 0.00 2.31 1.2 Dh (ft) ks L (ft) S (ft/ft) V(ft/sec) T(min) 5.5 42 185 0.03 7.24 0.4 Dh (ft) ks L(ft) S (ft/ft) V(ft/sec) T(min) 10 42 25 0.40 26.56 0.0 Total T(min) 15.7 Pre-Developed Sheet Flow Dh (ft) ns L (ft) S (ft/ft) P2(in) T(min) 30 0.4 145 0.21 2.6 12.6 Dh (ft) ns L (ft) S (ft/ft) P2(in) T(min) 4 0.4 80 0.05 . 2.6 13.8 Dh (ft) ns L (ft) S (ft/ft) P2(in) T(min) 34 0.4 100 0.34 2.6 7.7 Total T (min) 34.1 Douglas J. van Gelder Page 1 12/21/98 ffir 4000 ' Kensington Crest Time of Concentration 5511 Time of Concentration Developed Sheet Flow Dh (ft) ns L(ft) S (ft/ft) P2(in) T(min) 10 0.24 66 0.15 2 5.8 Dh (ft) ns L(ft) S (ft/ft) P2(in) T(min) 16 0.011 400 0.04 2 3.5 Channel Flow Dh (ft) ks L(ft) S (ft/ft) V(ft/sec) T(min) 2 42 101 0.02 5.91 0.3 Dh (ft) ks L(ft) S (ft/ft) V(ft/sec) T(min) 2 42 200 0.01 4.20 0.8 Dh (ft) ks L(ft) S (ft/ft) V(ft/sec) T(min) 4 20 178 0.02 3.00 1.0 Total T(min) 11.3 Pre-Developed Sheet Flow Dh (ft) ns L (ft) S (ft/ft) P2(in) T(min) 36 0.4 300 0.12 2.6 28.0 Total T(min) 28.0 Douglas J. van Gelder Page 1 12/21/98 Kensington Crest Pond Sizing 5511 Bottom Top (Water surface) width Length width Length 50 185 80 215 Depth 5 Bottom Area Top Area Slope (X:1) 9250 17200 3 Volume Vol (REQ) 65105.81 49964 w/1.3 SF 64953 Free Board 1 Bottom Top (Water surface) width Length width Length 38 140.6 80 182.6 Depth 7 Bottom Area Top Area Slope (X:1) 5342.8 14608 3 • Volume Vol (REQ) 67165.6 51458 w/1.3 SF 66895 Free Board 1 Douglas J. van Gelder Page 1 12/21/98 • Kensington Crest Bioswale 5511 • Side Slope Depth of Water Width Slope M's Constant Velocity Flow Length Time z y b S . n V Q L q 3 0.25 3.1 0.02 0.350 0.21 0.20 114 9.0 3 0.30 3.1 0.02 0.350 0.23 0.28 114 8.2 3 0.40 3.1 0.02 0.350 0.27 0.47 114 7.0 3 0.50 3.1 0.02 0.350 0.31 0.71 114 6.1 3 0.60 3.1 0.02 0.350 0.34 1.00 114 5.6 3 0.70 3.1 0.02 0.350 0.37 1.35 114 5.1 3 0.80 3.1 0.02 0.350 0.40 1.76 114 4.8 3 0.90 3.1 0.02 0.350 0.43 2.22 114 4.5 3 1.00 3.1 0.02 0.350 0.45 2.75 114 4.2 3 1.10 3.1 0.02 0.350 0.47 3.34 114 4.0 3 1.25 3.1 0.02 0.350 0.51 4.36 114 3.7 • Douglas van Gelder Page 1 12/21/98 _.-.... . i• Sec t 4 rAziai— r..,..)'Arti ... _ • . ... .. . . _ . . ... ... . , Sk 0 /0 .'060g . .. . . . . . . . .. . .. i . . . . .. . . . . ... . . . . .-4 :.),x , 9 cl /0 , oc90:76 • . . . . . pILLi-1 3.s th d'n • A.., il A) ' A OM It ....' 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T �P yi /s 8 02 Ism 8 0. i 0 14".., ! - do c i P o-COW o 1_ C - I I 70 r a o I. n O h -r S . • in, \ ,--.5 o • II ; Si:::,. , 01 /// 3dla vii:N.N ...4.> .I., o • • i •.; 's A idi lAio :a. ...N. ki 0 xi 0i," . .0_1 .11 1 ..\\\1/4 .<.<,..., 6 . . \ ....- -\:\—< °` ..ii_.1.1 \ 0 • 0, 04 .i p'a Y 0S . ..f 04 O "S 0.108 1:11 • .1.c.. Mou do ma FIR 4�E4" C Pipe I pF�'• 4METFR N. - 7 � �. [1-1' '; •D' KING 'DARDS. PIPE ANCHOR TO CATCH BASIN 'NOT TO SCALE IRE D.I.P. OR STEEL ROLLED ':.i.'-'-,:'• TO 0.D. DRISCO PIPE `= 1" DIA. X 6" LONG THREADED ANGLE IRON DRILLED END SECTION FOR 4 BOLT HOLES w. H. W/ 1" NUT AND WELDED TO , MINIMUM I DIAMETER OF PIPE . 3 \, ...\5., OR ROLLED STEEL EEL I ,` ,„_. . .., ,. R (7--- 1 • Ct t • B. �' " APPROX. END VIEW _ X —50 GAP _ _ { rI ' .7:7A. H cNa• I) i I--J SIDE VIEN II END i f , PLATE BOLTED TO ANGLE IRON . ' #8 REBAR, 7-10' LONG _.— - ,1 • HAND DRIVEN INTO NATIVE GROUND , I L_____j\,_____________.4_______i NM THE. PIPE SHALL BE {DE VIEW CLAMPED IN A MANNER TO SIDE VIEW ALLOW FOR FREE MOVEMENT SIDE) OF THE DRISCO PIPE PIPE ANCHOR DETAIL NOT TO SCALE 2' COMPACTED DEPTH. I - CLASS 'B' A.C. PAVEMENT 4" COMPACTED DEPTH CRUSHED---- _'- ROCK BASE COURSE • Q . ..._.. ' y. ' _ NUT TO SCALE .�,•. : i,. 4 ,s�.:�g:' . rigl. :r: GROUTED .1 "`. BE GRO - HDPE TO PIPE INTO WALL PER .1:; SPECIFICATIONS • WELDED mogiFACTURER • • �_ MOLDED STU6 END FUS10N • ••.: � :� PIPE END 0 . . • ::-! TO 1 S HDPE ;4:.. . • • .• • • • • 1 S" HOPE PIPE ;}'::: - ..------7.—\ ka^ pROSEED DISTURBED ;" TO —SOD UNE SWA W • ,;,,;e `A' • T•1}Al LINE A SHO �{i� i. • :„..,,,,,„„t OVERSEES) WRH CATCH • ::�.ti,_I.Y �, :W�� SEED KING PIPEsT ::;:•::v. •MIMIRE PER •�' , STANDARDS. 1• . :•.•!..: NOT TO SCALE • • • • PARKING. GRGED .P. ,i..,,. ; 15' (TYP) SEE NOTE 1 N� ��„ tt HOOK CLAMPS—� I (4) PLACES • �`. I'' \ 0 EVENLY SPACED SEE DETAIL BELOW • 3/4" DIA, SMOOTH �� \\ BARS EQUALLY / �\� A \��\s% PROVIDE MAINT. ACCESS BY WELDING (4) SPACED (4' O.C. MAX.) , CROSS BARS AS SHOWN. HINGE UPPER ENDS W/ FLANGES/BOLTS & PROVIDE LOCKING MECHANISM (W/PADLOCK) ON LOWER PLAN VIEW END. LOCATE LADDER STEPS DIRECTLY BELOW. NO SCALE 3/4" THICK X 4" WIDE LONG SMOOTH BARS WELDED TO UPPER & LOWER BANDS (24 BARS EVENLY SPACED LOWER STEEL BAND SEE NOTE 1.) F3/ORME4" D ITO FCK IT4INWIDE • 45" GROOVE OF C.B. '`i RISER SCE NCI1E 1 I'--#1 UPPER STEEL 1111V BAND SMOOTH CB 3/4" X 4" WIDE VERTICAL RISER . BAND IA.1.111 ELEV=393.23 HOOK CLAMP -- -- TYPE 2 ANCHORED __ _ CB STD. GALV. TO C.B. RISER STEPS • DETAIL HOOK CLAMP r . NO SCALE SECTION A-A . NOTES: NO SCALE 1. DIMENSIONS ARE FOR INSTALLATION ON 54" DIA. L.B. FOR DIFFERENT DIA. C.B.'S. ADJUST DIMENSIONS TO MAINTAIN 45' ANGLE ON "VERTICAL" BARS AND 7" O.C. MAX. SPACING OF BARS AROUND LOWER STEEL BAND. e, 2. METAL PARTS: CORROSION RESISTANT, STEEL PARTS GALVANIZED 3. 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Stream Corridors Prepared for: City of Renton Planning/Building/Public Works 200 Mill Avenue S Renton, WA 98055 DEVELOPMENT PLANNING Prepared by: CITY OF RENTON Jones & Stokes Associates JUL 1 5 1999 2820 Northup Way, Suite 100 ErEIVED Bellevue, WA 98004 (206) 822-1077 In association with: R. W. Beck and Associates 2101 Fourth Avenue, Suite 600 Seattle, WA 9812,1 June 1991 a . Table of Contents Page INTRODUCTION 1 STUDY METHODOLOGY 3 Wetlands 3 City of Renton Incorporated Area 3 Sphere of Influence 4 Compilation and Summary of Data Sources 4 Fish Habitat 5 RESULTS 5 Wetlands 5 City;of Renton 5 Sphere of Influence 11 Fish Habitat 11 City of Renton 11 Sphere of Influence 25 CITATIONS 29 Printed References 29 Other Documents Reviewed, but not Cited 31 Personal Communications 31 APPENDIX A - WETLAND TYPES APPENDIX B - WETLAND PLANT ACRONYMS i • List of Figures Figure Page 1 City of Renton Critical Areas Inventory Study Area - Renton Incorporated Area and Sphere of Influence 2 2 City of Renton Critical Areas Inventory Wetlands and Stream Corridors follows 28 3 City of Renton Critical Areas Inventory Wetlands and Stream Corridors within Sphere of Influence follows 28 ii List of Tables Table Page 1 City of Renton Critical Areas - Wetlands Inventory 6 2 City of Renton Critical Areas - Sphere of Influence Wetlands Inventory 12 3 City of Renton Critical Areas - Stream Corridor Inventory 17 4 Adult Salmonids Ascending the P-i Pump Station at Black River during the Years 1983 to 1990 23 5 City of Renton Critical Areas - Sphere of Influence Stream Corridor Inventory 26 6 City of Renton Critical Areas - Sphere of Influence Lake Inventory 28 • e ) City of Renton Critical Areas Inventory of Wetlands and Streams INTRODUCTION • The State of Washington Growth Management Act (GMA) (Washington Administrative Code Section 365-190,RCW Section 36.70A.050)has set forth guidelines and requirements for inventorying critical areas within Washington cities and counties. This interim report, with the accompanying maps, identify two categories of critical areas: wetlands and fish habitat. This inventory/mapping product was developed using existing resource information such as maps, aerial photographs, reports, and limited field surveys to define the location and nature of the wetland and stream resources within the City of Renton and in an area of King County east of the city. This area is defined as the "sphere of influence" (Figure 1). The locations of wetlands, streams, and lakes within the city were digitized onto the existing City of Renton AutoCAD mapping system. Wetlands and streams were given identification numbers and their locations were identified by township, range, section, and hydrologic subbasins. The locations of wetlands, streams, and lakes within the sphere of influence were determined from three major sources: the King County Sensitive Areas Map Folio (1990) and accompanying King County Wetlands Inventory(1983); the Washington Department of Fisheries stream catalog (1975); and July 1990 color aerial photographs at a scale of 1 inch equals 1,000 feet. Time did not permit field surveys of wetlands or streams within the sphere of influence. The following section provides a description of wetland and stream study methodology and a summary of these resources. 1 : . ........-- .,...:4 ..,„,...„,... , ,,,.._, A-4,,„,ke ..- 7:7".—..... • \ -e' \1,1(OP i 1,;f 6%. 43: 's.% . 14 L 1 -\ fr BELLEVUE ■ \ `t V :‘...—.....- —7.•-•:- -:`- . .., -,_,Ic 1 • -\ ";� - i ,fir♦ J -77. -1--- L,.. ��; 1 l,' • mit1 CITY OF =__=1111.0'.� I,-7,„ ` �� : &AI I i•:II 1 11 I r;',41;\,,,FE N T 0 N :'.,, 'I intigisiz.r.,. . fi \ . , ).), . 1 N.` .'` = `' w�'� r Iiii\VP- 111411 -AL� i=1%Illj �" • RENTON • :11,..... Illii, V"..,,, . .., .,Ellie..._,..„....,.,,,. .2-_,:_r ``- l ..;" �i 1�j ,;rib� SPHERE OF INFLUENCE ' tipj • s`1 IC'� p Iii 5• \.: . 1!' t• . esu.ntr • 4 $ ;, __,,,..:1, Tt11 !fah, --._it,„.,,,,, -iwatot:11": 1 „........z.:,..... ii,„,....,.1_. . , _ 1 u . \\ 1 wow ..,* .J...4_ ,..........„111 L__ _ 1.41, -it.4.7„...„. .,_ , 1 in x `'Eh... tie 1��,�:. � -t.i-&-ii.7..4 �.i"r � si MOM _ )11 � 1 _1v-4 --.,•� liir moils -"j = 11 , �� RI C c. ,!' ___r_I 1 1 likmallialpm riik ‘k7" II ivip jk. Lisa,i;iiiii.H1.,,......, .,,,..,„.•P!...,..11:1.,-.411,..;11LEEL : . , . ,.. 0!.c.... .‘.....7... .. tie: : (----\\!...., , ,. - r kroilemaxvlu I. i a . 'VI li'P. 4 fJfliu mot•' . I •' • `i �✓ • I_/1 % '-' •• i ;. r? ' `-7 ...‹ ••- • - '' 177 j b,+.esx _ --'_. - -.i N2--- _ �'1 I.I/.nil.` , i.- ,7i ` I‘ 1 Figure 1 . City of Renton Critical Areas Inventory Study Area - Renton Incorporated Area and Sphere of Influence 2 • STUDY METHODOLOGY • Wetlands City of Renton Incorporated Area Existing literature was reviewed to determine the known or likely presence of wetlands within the City of Renton corporate boundaries. The following information was used to conduct the interim wetland inventory: • 1981 Reconnaissance Study of Selected Wetlands in the City of Renton; • wetland reports prepared for properties within the city (see Citations); • U.S. Soil Conservation Service - 1973 Soil Survey of the King County Area, Washington; • Washington Hydric Soil List; • National Wetland Inventory (NWI) maps - Mercer Island and Renton Quadrangles; • Windshield survey of identified wetlands; • 1990 true color aerial photographs (1 inch equals 1,000 feet) of the city. The following describes how each of these sources was used in the study. City of Renton - 1980 Reconnaissance Study of Selected Wetlands in the City of Renton. This report identifies and describes 12 wetlands within the city. The wetlands identified were mostly large (over 15 acres) and, at the time of the study, represented the most conspicuous wetlands within the city. Information concerning size, location, type of wetland, vegetation, and hydrology was reviewed and maps of wetlands were compared to the 1990 aerial photographs. Available Wetland Reports. Wetland reports prepared for properties within the City of Renton were reviewed. Because several of these reports contained actual delineations, wetlands identified in these reports were considered to be the most accurate source of information. In addition, the reports contained more thorough information regarding vegetation,hydrology, and soils than did other sources. Soil Survey and Washington Hydric Soils List. Soils within the City of Renton were identified using the King County Soil Survey and King County Area maps (1 inch equals 24,000 feet). The soil survey is based primarily on aerial photograph interpretation and is therefore considered only an indicator of general soil types and not a precise soil 3 delineation. Soil types identified within the city were compared with the Washington Hydric Soils List to determine whether they are included in the list of hydric soils. The presence of mapped hydric soils does not definitely indicate the presence of wetlands in a particular area. Only those areas with hydric soils lacking non-hydric inclusions were considered for the critical areas inventory. These soil types are usually poorly drained, organic soils and good indicators•of potential wetlands. National Wetland Inventory Maps. NWI maps of the city (1 inch equals 24,000 feet) were reviewed to identify previously inventoried wetlands.. As with the soil survey information, wetland delineations on NWI maps are based primarily on aerial photograph interpretation and represent approximate boundaries of potential wetland areas. Windshield Surveys. Wetlands digitized onto the AutoCAD base map were field checked using the 1990 aerial photographs as a guide. The windshield survey was used to verify the presence of the wetlands and to identify any land use changes that occurred since the 1990 aerial photographs. Due to time constraints, no attempt was made to locate wetlands not reported in previous literature or identified from the aerial photographs. 1990 True Color Aerial Photographs. A series of true color 9 inch by 9 inch aerial photographs taken in July 1990 and of a scale of 1:12,000 (1 inch equals 1,000 feet) were reviewed to confirm wetlands defined from the other sources and to possibly identify other wetlands. The 1990 aerial photographs represent the most recent account of land use and wetland changes within the city. Sphere of Influence Information on wetlands within the sphere of influence outside of the corporate boundaries of the City of Renton and within King County was derived from the King County sensitive areas map folio (1990) and the King County wetland inventory (1983). Locations of wetlands were transferred directly onto a 1:24,000 U.S. Geological Survey Mylar base map of the area. No field surveys of wetlands were conducted to verify the presence of wetland or changes caused by land use changes since 1983. Compilation and Summary of Data Sources Wetlands identified by the above sources were digitized onto an AutoCAD 1 inch equals 1,000 feet base map for use during the field reconnaissance survey. The series of 1990 color photographs and 1989 black and white aerial photographs having a scale of 1:24,000 and two enlarged 1988 aerial photographs approximately 1:5,500 were used to check for alterations of wetlands identified by one or more sources. Information on each wetland was presented in tabular form. Because of the different level of certainty inherit to each data source, wetlands identified by more than one source were referenced by the most recent and accurate source. The relative accuracy of the 4 sources, from the most accurate to the least, is indicated as follows: wetland delineation reports, aerial photographs, City of Renton 1981 Wetland Report, NWI maps, and Soil Survey. Fish Habitat An inventory of fish habitat within the City of Renton was performed as part of the critical areas survey. Initially, all surface waters and drainage basins within the city's corporate boundary were identified by examining aerial photographs and topographic section maps of the city(1:2400 scale). Stream reaches outside the corporate boundaries,but within the sphere of influence (the area defined for study under the Growth Management Act) were identified using the King County Sensitive areas map folio (King County 1990). After identifying surface waters in the study area, fish resource information and related literature were reviewed to determine fish use in identified surface waters. Agency personnel, and others with knowledge of Renton streams, were contacted to gain additional • insight into fish use in the area: On May 1, 1991, fisheries biologists from Jones & Stokes Associates and R. W. Beck conducted windshield surveys of several streams known to provide fish habitat. In addition, several other streams with questionable fish habitat were inspected. During these surveys, stream reaches were photographed and general information was collected using low-level stream survey techniques (Appendix C). Stream reaches were determined by major changes in macrohabitat type (e.g., slope, discharge, water quality). The types of data collected included:stream width and depth;temperature;pool to riffle ratio; dominant substrate type; stream gradient; presence of barriers to fish passage; presence of fish; riparian cover; and adjacent land uses. A map of streams within the Renton city limits was produced by digitizing stream channels from existing topographic maps (supplied by the city) using AutoCAD. RESULTS Wetlands City of Renton The results of the wetland inventory within the Renton corporate boundaries are presented in Table 1. Figure 2 presents the identification number and location of wetlands within the city. 5 • Table 1. City of Renton Critical Areas-Wetlands Inventory - High Quality Permanent Ref. Wetland Dominant Habitat/ or Flow Hydrologic Outlet No. Source Name Location Subbasin Type' Acres Species" Nat'l Her.Site Seasonal Pattern Connections Type Comments W-1 City of Springbrook 23N 5E 31 Lower Empire PFO —30 ALRU,POTR,RUSP, High quality Permanent Flow through Springbtook Cr. Unknown Large snags Renton'81 SASPP W-2 City of Cedar R. 23N 5E 21 Tiffany Park PEM,PFO 3 TYLA,JUSPP,POTR !Ugh quality Permanent Flow through Isolated Cascade to river Unique Renton'81 Marsh W-3 City of ` Orillia Pond 23N 4E 36 Valley POW,PFO, 6 POTR,SASPP,OlISA, Huge, Seasonal Open water None apparent Ideal waterfowl habitat Renton'81 PEM ALRU,PIIAlt,RUSH', disturbed Open water,snags central area W-4 City of Panther Cr. 23N 5E 19, Panther Cr. PFO,PEM • 65 PFO: POTR,SASPP, Yes;high Permanent Complex and Panther Cr., Multiple Substantially rerouted flow. Renton'81 30.31 ALRU quality,diverse altered stream from culverts to diverse habitat;third highest PEM: PHAR,TYLA habitat north valley area ranked wetland In city ' R.W.Beck . ON '89 ' W-5 City of Black R. 23N 4E 13 Lower Empire PFO 20 POTR,FRLA,ACMA, Old growth, Seasonal Seasonally P-1 Pond, Pond High value open space;highest Renton'81 Riparian SASPP wildlife" flooded seasonally ranked wetland in city by'81 flooded Inventory,some parts of this area are upland W-Sa City of Blackriver 23N 4E 13 Lower Empire PSS 0.1 JUSPP,SASPP No Seasonal Isolated None None Disturbed site;to be removed Renton'91c Tract A . and mitigated W-Sb City of Blackriver 23N 4E 13 Lower Empire PEM 1.14 SASPP No Seasonal Runoff, P-1 Pond Pond Remnant of old Black R. Renton'91e Tract B flooding channel W-Sc JSA'90a Blackriver 23N 4E 13 Lower Empire PFO,PSS —23 POTR,SASPP Variable Permanent Groundwater P-1 Pond To P-1 Pond Clearest in 1987;partially filled Tract C P-1 Pond W-Sd City of P-1 Pond 23N 4E 13 lower Empire POW,PEM,PSS —17 POTR,CASPP,JUSPP Yes Permanent Flow through Springbrook Cr., Black P. Regional detention pond Renton'91c Black P. W-6 Field Survey 16th St. 23N 4E 24 Valley , PPO/PSS 3 POTR,SASPP No Seasonal Unknown Groundwater Unknown DEA has surveyed site;north '91 of Group Health W-7 City of East Valley B 23N 5E 19 Valley PEM/PSS 24 2 wetlands;TYLA, Good Permanent Closed May be some Unknown Very high diversity and Renton'81 SASPP,POTR,snags diversity,snags connection with structure;good quality wetland Panther Cr. 1ES'90a wetland • Table 1. Continued High Quality Permanent Ref. Wetland Dominant Habitat/ or Flow Hydrologic Outlet No. Source Name Location , Subbasin Type" Acres, Species'' Nat'l Her.Site Seasonal Pattern Connections 'type Comments W-8 City of East Valley C 23N SE 30 Valley PSS,PEM,PFO 11.74 PFO: FRLA,COST, Medium Permanent Flow through To East Valley E Culverts Good structural diversity and Renton'81 SASPP,POTR diversity to and (No.10) variety of wetland types,eight PSS: TYLA low diversity seasonal wetlands,seven on topof fill Raedeke'91a, b W-9 City of East Valley D 23N SE 19 Valley PEM,PSS,PFO, 2 PEM: TYLA,FILAR Low Permanent Flow through Springbrook Cr. Drainage ditch Majority of wetland has been Renton'81 POW PSS: SASPP filled;remnant on west side of JSA 90b PFO: SASPP,COST Property • W-10 City of East Valley E 23N SE 30 Valley PFO/POW 13 SASPP,COST,POTR Excellent; Permanent Flow through Springbrook Cr. Unknown One of the highest quality Renton'81 good diversity wetlands In the city J W-11 City of East Valley P 23N SE 30 Valley PEM/PSS 28 PILAR,TYLA,SASPP, Good Permanent Flow through Springbrook Cr. Unknown Good habitat diversity snags Renton'81 JUEF W-12- City of Renton 23N 4E 25 Valley PEM 41 PIIAR,TYLA,SASPP, High quality Permanent Flow through To Springbrook Unknown Significant open water area and Renton'81 Wetland POSPP,JUSPP wildlife habitat Cr. highest tanked wetland in city W-13 Boeing'91 Longacres 23N 4E 24 Valley PEM 26.6 PEAR,TYLA,SASPP Variable Permanent Variable Springbrook Cr. Springbrook Cr. 26.6 acres of hydric soils; disturbed areas;142 acres ' clearly wetland,remainder unknown;needs Corps verification W-14 D.Evans St Seattle Times 23N 4E 25; Valley PEM 33 JUEF,AGAL,POTR, Disturbed,low Seasonal Isolated Isolated None Disturbed;moat of site filled Assoc.'89a,b Site 23N SE 30 SASPP diversity and developed;wetlands on fill W-1S Earth Rivenech 23N 4E I3 Lower Empire; PFO,PSS 3 POTR,`FRLA,SASPP, Good Permanent Unknown To P-1 Pond Culvert to P-1 Associated with Black IL Consultants South Renton COST,SPDO Pond riparian and P-1 Pond area '90 W-16 IES/Scales ALLPAC Site T23N R4E Valley POTR,PItAR,SASPP • '90 Sec.2S W-17 Renton'91a Kennydale ?AN SE 32 Gypsy PEM 0.9 Unknown Low Permanent Unknown Gypsy Cr. Gypsy Cr. Wetland mitigation site Apts. W-18 VOID W-19 Metro'91 Treatment 23N 4E 2A Lower Empire PEM 2 Q AGSPP,TRSPP,LOSPP Moderate Seasonally None Groundwater Drainage ditch Disturbed site • Plant 1.7 ea. flooded Table 1. Continued Ifigh Quality Permanent Ref. Wetland Dominant Habitat/ or Flow Hydrologic Outlet No. Source Name Location Subbasin Type' Acres Species" Nat'l Iler.Site Seasonal Pattern Connections Type Comments • W-20 City of Orchards 23N SE 10 Maplewood PSS/PFO 532 RARE,LYAM,SPDO, high quality Seasonal Open water Isolated None Eight wetlands ranging from Renton'91b RUDI,SASPP,PSME 0.03 to 243 serer,quality of wetlands Class 2 and Class 3 (King Co.) W-21 IES'90b Container 23N 4E 24 Lower Empire PEM/PSS 4.7 SASPP,grasses Moderate to Permanent Flow through Black It Unknown Disturbed building adjacent; Corp.Site low value wetland associated with stream, Shapiro& Black IL Assoc.'89 W-22 NW1'73 23N4E 25 Valley POW/PSS 1 SASPP,POTR Disturbed Unknown Yes;stream Unknown Unknown flow through Aerial Photos 00 '90 Field Survey '91 W-23 NWI'73 24N SE 32 Lower May PFO —1 ALRU Permanent Unknown May Cr. Unknown No access Cr. Aerial Photos '90 Field Survey '91 W-24 NW1'73 23N SE 22 Arnold PSS/PFO 10 SASPP,OESA,POTR Good habitat Permanent Cedar IL Cedar IL Associated with river Aerial Photos '90 Field Survey '91 W-25 Aerial Photos 24N SE 36 Lower Empire PEM,PFO,PSS 1 TYLA,POTR Good Permanent Unknown Unknown Unknown Small,disturbed '90 Field Survey '91 Table 1. Continued • High Quality Permanent Ref. Wetland Dominant Ilabitat/ or Flow llydrologic Outlet No. Source Name Location Subbasin Type' Acres Species" Nat'l Ilcr.Site Seasonal Pattern Connections Type Comments W-26 Aerial Photos N.E.3lst St. 24N 5E 32 Lower May PFO,PSS —Z POTR,ALRU,SASPP Good Permanent Flow through May Cr. May Cr. Good snags;some development '90 Cr. Field Survey '91 W-27 Aerial Photos 4th St. 23N SE 15 Maplewood PFO I Quaking Aspen,SASPP, Some habitat Seasonal None North of 4th is developed; '90 POTR,SOAU in suburban south is ok area Field Survey '91 W-28 VOID W-29 SCS'73 N.E.20th 24N 5E 5 South PFO/PSS —3 POTR.SASPP Disturbed Seasonal None South side of wetland is Kennydale developed;north is disturbed Aerial Photos '90 Field Survey '91 W-30 SCS'73 Jones Ave. 24N 5E 32 Lower May PFO/PSS —4 POTR,TYLA,JUC'F, Disturbed Cr. SASPP Aerial Photos '90 • Field Survey - '91 W-31 Aerial Photos Puget Wetland 23N 5E 19, Rolling Hills PEM/PSS 1 SASPP,TYLA Moderate Permanent Flow through Stream Stream South of Puget Power property '90 20 W-32 Aerial Photos 23N 4C 30 Valley PEM/PSS 3.5 AGSPP,grasses,POTR Poor Seasonal Isolated Isolated None Wetlands on fill '90 Field Survey '91 • • • Table 1. Continued High Quality Permanent Ref. Wetland Dominant llabitat/ or Flow Hydrologic Outlet No. Source Name Location Subbasin Type* Acres Species•• Nat'l Her.Site Seasonal Pattern Connections Type Comments W-33 Aerial Photos 23N SE 30, Valley PEM/PSS —4 AGSPP,grasses,POTR Poor Seasonal Isolated Isolated None On fill;seven small isolated '90 31 areas Field Survey '91 W-34 Aerial Photos Talbot Rd. 23N SE 30 Panther Cr. PEM —1 TYLA No Permanent Flow through Stream Stream Wetland at headwaters of small '90 creek at Talbot Rd.So. Field Survey '91 Refer to Appendix A for definition of wetland types. F—" •• Refer to Appendix B for definition of species acronyms. State and federal threatened species-bald eagle. • 06/14/91 A total of 32 wetlands, totaling approximately 367 acres, were identified within the city. The exact boundaries and acreage of many of these wetlands have not been identified in the field and therefore represent approximations of location and acreage. Sphere of Influence The results of the wetlands inventory within the sphere of influence are shown in Table 2. Figure 3 presents the wetlands located within the sphere of influence. A total of 67 wetlands, totaling approximately 1,076 acres,were identified within the city. The number and acreage of wetlands (approximately 259 acres) includes lakes. As with the wetlands identified in the city, the number and location of wetlands within the sphere of influence represents an approximation. Exact acreage would require boundary delineation and surveying. Fish Habitat City of Renton The results of the stream inventory are summarized in Table 3 and shown in. Figure 2. Anadromous and/or resident salmonid fish use is reported to occur in at least six of the identified streams,including: the Cedar River, May Creek,Honey Creek, Springbrook Creek, Maplewood Creek, and Panther Creek. Salmonid use is limited to specific life stages and stream reaches in some of the smaller creeks, but is widespread in other surface waters such as the Cedar River. A brief description of fish usage and habitat reported for the inventoried streams is presented below. It is important to note that most of the information from literature was gathered prior to the severe winter storms of 1990/1991, and habitat conditions in some streams may have been altered. Cedar River (Map ID Numbers S18 through S23). The largest surface water identified within the study area is the lower Cedar River, which flows for approximately 4.5 miles through the Renton City limits before entering the southern end of Lake Washington. Land use adjacent to the river changes from rural, near the eastern city boundary, to mixed residential-commercial and finally becomes mostly.industrial toward the mouth. The lower river also supports recreational uses. The river maintains a gentle gradient throughout the lower reaches. Instream habitat is composed primarily of long glides,with occasional pools and riffles in the braided sections of the river. Streambank vegetation is comprised of intermittent stands of deciduous trees 11 • • ' Table 2. City of Renton Critical Areas-Sphere of Influence Wetlands Inventory high Quality Permanent Ref. King Co. Wetland Dominant habitat/ or Flow Hydrologic Outlet No. Source Wetland No.' Location Basin Type" Acres Species'" Nat'l Her.Site Seasonal Pattern Connections Type Comments K-1 King Co.Sensitive MC 9 24N SE 33 Cedar IL PSS,PFO 10 ALRU,SASPP Moderate Permanent Stream Channel to Class 2 wetland Areas Folio'90 quality stream K-2 King Co.Sensitive MC 12 24 SE 33 Cedar IL POW 1.2 SASPP Low quality Permanent Pond Stream Pipe to stream Class 2 wetland Areas Folio'90 K-3 .King Co.Sensitive MC 8 24N SE 28 Cedar R. 25 Unknown Permanent Lk.Boren To Lk.Boren Associated with Ili.Doren Areas Folio'90 K-4 King Co.Sensitive MC 7 24N SE 34 Cedar IL PSS,PEM 10 SPDO,JUEF Moderate Permanent Stream • Channel to Class 2 wetland Areas Folio'90 quality stream K-5 King Co.Sensitive MC 4 24N 5E 34 Cedar IL PSS,PEM 133 SASPP,ALRU,OESA Moderate Permanent Stream Channel to Class 2 wetland;many snags, Areas Polio'90 quality stream perches N K-6 National Wetland MC 28b 24N SE 35 3 Unknown National Wetlands Inventory Inventory maps;no county inventory K-7 King Co.Sensitive MC S 23N SE 2, Cedar R. PEM,PSS 142 ALRU,JUEF,SASPP Potential bald Permanent Floodplain May Cr. Channels to Class 1 wetland;stream- Areas Folio'90 3,4.11,12 eagle wintering May Cr. associated K-8 King Co.Sensitive MC lI 24N SE 35 Cedar R. PEM,PFO 163 ALRU,OFSA Moderate Permanent Iteadwaler Stream Pipe to stream Class 2 wetland Areas Folio'90 quality for May Cr. • K-9 VOID K-10 King Co.Sensitive MC 13 23N 6E 7 Cedar R CFO 5 ALRU,SASPP,ACCI, Potential bald Permanent Stream . Pipe to stream Class 1 wetland Areas Folio'90 . LYAM eagle wintering K-11 National Wetland MC 27b 23N 6E 7 4 Unknown National Wetland Inventory Inventory maps;no county inventory K-12 National Wetland MC 26b 24N 6E 7 Cedar IL 2 Unknown Tributary to National Wetland Inventory Inventory May Cr. maps;no county inventory K-13 King Co.Sensitive MC14 23N 6E 7 Cedar R. PFO,PEM 3 FRLA,JUEF,ALRU Moderate Permanent Class 2 wetland Areas Folio'90 quality K-14 King Co.Sensitive MC 15 23N 6E 7 Cedar R. PFO,PSS 51 FRLA,ALRU,RUSP Moderate Permanent Floodplain May Cr. Overland to Class 2 wetland Areas Folio'90 quality May Cr. K-IS King Co.Sensitive MC 6 23N SE 3 Cedar R. PSS,FFO 3.8 ALRU,SASPP Moderate Permanent headwaters to Pipe to stream Class 2 wetland Areas Folio'90 quality Honey Cr. • Table 2. Continued High Quality Permanent Ref. King Co. Wetland Dominant llabital/ or Flow Ilydrologie. Outlet No. Source Wetland No.• Location Basin Type'• Acres Species••• Nat'l Iler.Site Seasonal Pattern Connections Type Comments K-16 National Wetland MC 4b 23N SE 10 Cedar R. 8 Unknown National Wetland Inventory,no Inventory county inventory K-17 National Wetland LCR/MC 23N 5E 11 Cedar R. S Unknown National Wetland Inventory,no Inventory 23b county inventory K-18 National Wetland MC 22b 23N 5E 11 Cedar R. 7 Unknown - National Wetland no Inventory county inventory Inventory, K-19 National Wetland MC 20b 23N SE 11 Cedar IL 2 Unknown National Inventory county inventoryad Inventory no K-20 National Wetland MC 21b 23N SE 11 Cedar R. 2 Unknown National Wetland Inventory,no t--s Inventory county inventory (a.) K-21 King Co.Sensitive LCR 150 23N SE 10, Cedar IL PPO 23.7 Unknown Permanent Areas Folio'90 15 K-22 MC 3 23N SE 11 Cedar fL PSS,PFO 82 ALRU,SASPP,ACC1, Low quality Seasonal Urban runoff Channel to Class 2 wetland;degraded OPI I0 stream K-23 King Co.Sensitive MC 2 23N5E 13 Cedar R. POW,PSS,PEM 11 SPDO,PIIAII,ALRU, Good quality Permanent Stream Pipe to stream Class 1 wetland;snags Areas Folio'90 ACMA K-24 National Wetlands LCR 100b 23N SE 13 Cedar R. 2 Unknown No county inventory Inventory K-25 King Co.Sensitive LCR 1 23N SE 13 Cedar IL PEM,PSS OS SASPP Poor quality Seasonal Stream Pipe to stream Class 2 wetland;cattle grazing Areas Folio'90 K-26 National Wetlands LCR IOIb 23N SE 13 Cedar IL 5 Unknown To stream No county inventory Inventory K-27 King Co.Sensitive MCI 23N 6E 18 Cedar IL I.,PSS 61 SPDO,NYOD Bald eagle Permanent Lk.Kathreen — To May Cr. Class 1 wetland Areas Folio'90 winter visitor tributary K-28 King Co.Sensitive IC 10 23N 6E 20 Cedar IL I,PSS,PFO 163 NYOD,SPDO,ALRU Moderate Permanent Lk. Channel to Class 1 wetland Areas Folio'90 value McDonald stream K-29 National Wetlands LCR 10b 23N SE 22 Cedar R. 2S Unknown No county inventory • Inventory K-30 King Co.Sensitive LCR 96 23N SE 22 Cedar R 2.5 Unknown Arens Folio'90 . ; • • Table 2. Continued High Quality Permanent Ref. King Co. Wetland Dominant Habitat/ or Flow Hydrologic Outlet No. Source Wetland No.' Location Basin Type"' Acres Species"' Nall Iler.Site Seasonal Pattern Connections Type Comments K-31 King Co.Sensitive LCR 3 23N 5E 23 Cedar K. PEM,PM 2 TYLA,ALRU Moderate Permanent Overland Unknown Unknown Class 2 wetland Areas Folio'90 value seasonal K-32 National Wetlands LCR 8b 23N SE 23 Cedar R 2 Inventory K-33 King Co.Sensitive LCR 17 23N 5E 23 Cedar IL PEM,PAB 2 TYLA Low value Permanent Overland Unknown Overland Class 2 wetland Areas Folio'90 K-34 National Wetlands LCR Sb 23N SE 23 Cedar R 2 Unknown No county inventory Inventory K-35 King Co.Sensitive LCR 6 23N SE 23 Cedar R. PAD,PUB 14 Algae,ALRU Good quality Seasonal Flow through Overland to Class 1 wetland I—` Areas Folio'90 Cedar IL K-36 King Co.Sensitive LCR 103 23N 5E 23 Cedar R 7 Unknown Areas Folio'90 K-37 King Co.Sensitive LCR 7 23N 5E 23 Cedar R PAD 0.9 Open water Poor quality Permanent Pond Pipe to stream Class 3 wetland Areas Folio'90 K-38 King Co.Sensitive LCR 37 23N 6E 19 Cedar R 25 Areas Folio'90 K-39 National Wetlands LCR 1046 23N 6E 29 Cedar B. 23 Unknown • No county inventory Inventory K-40 King Co.Sensitive LCR 105 23N 6E 29 Cedar R 20 Areas Fotio'90 • K-41 National Wetlands LCR 111b 23N 6E 29 Cedar R 3 Unknown No county inventory • Inventory ' K-42 National Wetlands LCR I12b 23N 6E 32 Cedar R. ' 3 Unknown No county Inventory Inventory K-43 King Co.Sensitive LCR 29 23N 6E 32 Cedar R. PEM 1.3 TYLA Poor quality Permanent Unknown Channel to Class 2 wetland;grazing around Areas Folio'90 at ream area K-44 King Co.Sensitive LCR 42 23N 6E 5 Cedar R. PUB,PSS 15 SPDO,ALRU,BUPA Moderate Permanent Peterson Lii. Lake Channel to Class 2 wetland Areas Folio'90 quality stream K-45 King Co.Sensitive LCR 28 23N 6E 31 Cedar R PFO,PSS,L 83 ALRU Yes;bog Spring Lk. Class 1 wetland;bog Areas Folio'90 • • Table 2. Continued Iligh Quality Permanent Ref. King Co. Wetland Dominant Habitat/ or Flaw Hydrologic Outlet No. Source Wetland No. Location Basin Type" Acres Species••' Nat'l Her.Site Seasonal Pattern Connections Type Comments K-46 King Co.Sensitive LCR 15 23N 5 25 Cedar K PFO,PSS 17 TSIIE,LEGR,SASPP Yes;bog Permanent Lk.Desire To Lk.Desire Pipe to lake Class 1 wetland;snags Areas Folio'90 K-47 King Co.Sensitive LCR 14 23N 6 30 Cedar R. PFO,PSS,PUB 43 TSIIE,LEGR Yes;bog Permanent Open channel Class 1 wetland,peat extraction Areas Folio'90 to stream site K-48 King Co.Sensitive LCR 102 23N 6 30 Cedar R. 10 Areas Folio'90 Unknown Five small wetlands . K-49 King Co.Sensitive LCR 16 23N 5 25, Cedar R. PSS,PEM,PAD 14 LEGR,TYLA,NYOD, Yes;bog Permanent Unknown Unknown Pipe to stream Class 1 wetland Areas Folio'90 36 TSIIE K-SO King Co.Sensitive LCR 18 23N 5 35 Cedar R. 3 'l\vo wetlands r Areas Folio'90 - LA K-Sl King Co.Sensitive LCR 25 23N 5 35 Cedar R. PSS 5 LEGR,SPDO Yes;bog Permanent Overland Unknown Overland Class 1 wetland Areas Folio'90 undefined K-52 King Co.Sensitive LCR 23 23N 5 34 Cedar R. PFO,PSS 7.8 FRLA,TSIIE,SPDO Yes;bog Permanent Overland Unknown Overland Class 1 wetland `Areas Folio'90 • undefined K-S3 King Co.Sensitive LCR 22 23N 5 34 Cedar IL PSS,PUB 12 LEGR,SPDO Yes;bog Permanent Unknown Unknown Pipe to stream Class 1 wetland Areas Folio'90 K-54 King Co.Sensitive SC 5 23N 5 34 Green IL PEM 3 TYLA,JUEF Moderate Permanent Unknown Unknown Channel to pipe Class 2 wetland Areas Folio'90 value K-55 King Co.Sensitive SC 21 23N 5 3 Green R. 2 Areas Folio'90 K-56 King Co.Sensitive SC 9 22N 5 3,4 Green R. PSS,PFO,PEM 82 SASPP,SPDO,TSIIE, Good quality Permanent Overland Unknown Overland to Class 2 wetland ' Areas Folio'90 JUEF stream K S7 IGng Co.Sensitive SC 4 22N 5 4 Green R. PSS 4 SPDO Moderate Permanent Unknown Unknown Channel to Class 2 wetland Areas Folio'90 quality stream K-S8 King Co.Sensitive SC 6 22N 5 4 Green R. POW 0.6 Open water Poor quality Permanent Unknown Unknown None Class 3 wetland Areas Folio'90 K-S9 King Co.Sensitive SC 7 22N 5 4 Green It POW 0.4 Open water Moderate Permanent Unknown Unknown None Class 2 wetland Areas Folio'90 quality • KSO National Wetlands SC 13b 23N 5 33 Green B. 2 Unknown No county survey Inventory { • • Table 2. Continued • • High Quality Permanent Rcf. King Co. Wetland Dominant habitat/ or Flow Hydrologic Outlet No. Source Wetland No.• Location Basin Type** Acres Species••• Nat'l11er.Site Seasonal Pattern Connections Type Comments K-61 King Co.Sensitive SC 104 23N 5 28 Green IL 4 Areas Folio'90 K-62 King Co.Sensitive SC 8 22N 5 4 Green R. POW,PFO 3.4 SASPP,open water Moderate Permanent Unknown Unknown Channel to Class 2 wetland Areas Folio'90 quality stream K-63 King Co.Sensitive SC 2 23N 5 28, Green IL PSS,PFO,POW, 134 SASPP,LBGR,TSIID, Moderate Permanent Overland Stream Pipe end Class 1 wetland;bog area is Areas Folio'90 33 PDM TYIA,open water quality overland drying up K-64 King Co.Sensitive LCR 20 23N 5 28 Cedar R. PSS • 3 SASH',ALRU Moderate Permanent Unknown Unknown Pipe Class 2 wetland;inside Cascade Areas Folio'90 quality Park K-65 National Wetlands SC 10b 23N 5 28 Cedar IL .1 Unknown No county survey ' 1--+ Inventory , ON K-66 King Co.Sensitive SC 1 23N 5 29 Cedar IL PDM 7.1 TYLA Moderate Permanent Unknown Unknown Channel to Class 2 wetland Areas Folio'90 quality stream K-67 King Co.Sensitive SC 21 23N 5 32 Cedar It. 5 Unknown Areas Polio'90 K-68 King Co.Sensitive DR 6 22N 5 4,5 Green IL 4 PSS,PDM 62.6 NYOD,SPDO Good quality Permanent Unknown Unknown Channel to Class I wetland;snags Areas Folio'90 • Panther Cr. • MC-May Creek LCR-Lower Cedar River IC-Issaquah Creek • SC.•Soos Creek . DR a Black River •• Refer to Appendix A for definition of wetland types. •••Refer to Appendix B for definition of species acronyms. 06/14/91 Table 3. City of Renton Critical Areas-Stream Corridor Inventory • City of Reach Channel Wetted Estimated/ Salmonid Ref. Creek WDP WDP Renton Length Width Width Observed Pool: . Dank Fish No. Name No. Drainage Subbasin Location Reach (ft.) (ft.) (ft.) Flow(cfs) Gradient Riffle Cover habitat Comments S-1 Unnamed tributary, 0020 Black R. Valley 22N SE Sec.S Upper 1,525 5-10' 3-5' —1' 20-30% 0:100 Good cover No;barriered Headwaters;residential Springbrook Cr. and buffers S-2 Unnamed tributary, 0021 Black R. Valley 22N SE Sec.S Upper 1,275 5-10' 3-5' —1' 20-30%' 0:100 Good cover No;barriered Headwaters;residential Springbrook Cr. and buffers . S-3 Unnamed tributary, 0020 Black R. Valley 22N SE See.6 Lower 1,300 5-10' 3-5' —I' 7-8% 0:100 Good cover No;barriered Headwaters;residential Springbrook Cr. and buffers S-4 Unnamed tributary; 0021 Black R. Valley 22N SE Sec.6 Lower 1,250 5-10' 3-5' —1' 7-8% 0:100 Good cover No;barriered Headwaters;residential Springbrook Cr. and buffers S-S P-1 Pond and 0005 Black R. Valley 23N 4E Sec.13 Lower 3,950 50-200 varies dependent <1 100:0 Shrubs and Limited;poor Could provide winter 1c Springbrook Cr. - on grasses water quality habitat if pump station is .....] pumping passable upstream to juvenile coho S-6 Springbrook Cr. 0005 Black R. Valley 23N 42 Sec.24 Mid 1 6,705 50 50 dependent <1 All glide Grasses and Limited;poor Could provide winter on landscaped water quality habitat if pump station is pumping passable upstream to juvenile coho;light ' industrial S-7 Springbrook Cr. 0005 Black R Valley 23N 4E Sec.25 Mid 2 5,750 50 50 dependent <1 All glide Shrubs and Limited;poor Could provide winter on grasses water quality habitat if pump station is pumping passable upstream to juvenile coho;light — industrial S-8 Springbrook Cr. 0005 Black R. Valley 23N 4E Sec.36 Mid 3 2,200 50 50 dependent <1 All glide Shrubs and Limited;poor Could provide winter on grasses water quality habitat if pump station is pumping passable upstream to juvenile mho;light industrial S-9 May Cr. 0282 So.Lake Lower May Cr. 24N SE Sec.32 Lower 9,250 20 15 6-8 1 20:80. See Comments Yes;chinook, Sparse alder below 405; Washington coho,sockeye, 60-80%cover above 405; steelhead wide buffer(40'+); residential 5-10 May Cr. 0282 So.Lake Lower May Cr. 24N SE Sec.33 Mid 1,300 20 15 Obv.6-8 1 20:80 See Comments Yes;chinook, 60-80%cover,wide buffer Washington I Rcc.Avg. mho,sockeye, (40'+);residential 22 steelhead • • • Table 3. Continued - City of Reach Channel Wetted Estimated/ Salmonid Ref. Creek WDF WDF Renton Length Width Width Observed Pool: . Dank Fish No. Name No. Drainage Subbasin Location Reach (ft.) (ft.) (ft.) Flow(cfs) Gradient Riffle Cover Habitat Comments S-11 Honey Cr. 0285 So.Lake Honey Cr. 23N SE Sec.4 Lower 6,450 10' S' 7 5-8% 7 Forested; Yes;coho Primary tributary to May Washington 100'+'buffet Cr.;light residential 5-12 Honey Cr. 0285 So.Lake Honey Cr. 23N SE Sec.3 Upper 3,650 7 7 <1 >2 1:8 Deciduous and Not likely light commercial and Washington evergreen residential trees;shrubs S-13 Kennydale Cr. — So.Lake So.Kennydale 2.3N 5E Sec.S All . 1,500 7' 3' —1' 10+ 7 Shrubs and Not likely;too Good buffer and canopy; Washington blackberries steep residential S-14 John's Cr. — So.Lake No.Renton 23N SE Sec.8 Lower 1,150 IS 10 3-5' <1 ? Shrubs and Not likely;poor Industrial Washington trees habitat S-15 John's Cr. . — So.Lake No.Renton 23N SE Sec.8 tipper 5,750 10' 5' 3-5' <1 7 Shrubs and Not likely Industrial I—s Washington trees CO 5-16 Unnamed tributary — So.Lake No.Renton 23N SE Sec.8 All 1,300 7' 3' ? 5 7 7 Not likely Industrial to John's Cr. Washington - S-17 Gypsy — So.Lake Gypsy 24N SE Sec.29 All 2,625 10' 5' —1' 7-10 0:100' Shrubs and Not likely;too Sparse cover,small.buffer, Washington berries steep - residential S-18 Cedar R. 0299 Lower Cedar R. Cedar Outfall 23N SE Sec.7 Lower 4,500 140 120 Rec.Ave. <1 All glide Sparse to none Yes;chinook, Industrial 710 coho,sockeye, steelhead S-19 Cedar R. 0299 Lower Cedar R Cedar Outfall 23N SE Sec.18 Mid 1,700 120 , 100 Rec.Ave. <1 All glide Interspersed Yes;chinook, Residential 710 shrubs and coho,sockeye, trees steelhead S-20 Cedar R. 0299 Lower Cedar R Mt.Olivet/ 23N SE Sec.17 Lower 6,700 120 100 Rec.Ave. •<I All glide Interspersed Yes;chinook, Residential Tiffany Park 710 shrubs and coho,sockeye, trees steelhead S-21 Cedar IL 0299 Lower Cedar IL Mt.Olivet/ 23N SE Sec.16 Lower 3,100 120 100 Rec.Ave. <1 All glide Interspersed Yes;chinook, Residential Tiffany Park 710 shrubs and , coho,sockeye, ' trees steelhead S-22 Cedar R. 0299 Lower Cedar R. Maplewood 23N SE Sec.21 Mid 4,575 120 100 Rec.Ave. <1 All glide Interspersed Yes;chinook, Residential 710 shrubs and coho,sockeye, trees steelhead S-23 Cedar R. '0299 lower Cedar R. Not noted on 23N SE Sec 22 Mid 3,000 120 100 7 <1 All glide Interspersed Yes;chinook, Residential ' city watershed shrubs and coho,sockeye, map trees steelhead • Table 3. Continued City of Reach Channel Wetted Estimated/ Satmonid Ref. Creek WDF WDF Renton Length Width Width Observed Pool: Bank Fish No. Name No. Drainage Subbasin Location Reach (ft.) (ft.) (ft.) Flow(cfs) Gradient Riffle Cover Habitat Comments, S-24 Maplewood Cr. 0302 Lower Cedar R. Maplewood 23N SE Sec.21 Lower 320 7 5 1-3 <1 0:100 None Limited;coho Narrow,open channel through Golf Cr.. S-25 Maplewood Cr. 0302 Lower Cedar B. Maplewood 23N 5E Sec.15 Mid 3,150 10' 5' 1-3' 1-8' 10:90' Good cover No;barriercd Forested and residential and buffers S-26 Maplewood Cr. 0302 Lower Cedar R. Maplewood 23N 5E Sec.10 Upper Two 7 5 —1' <1 ? Good cover No;barriered Residential forks; and buffers 2,350 5-27 Unnamed tributary —. Lower Cedar R. Tiffany Park 23N SE Sec.21 All 5,500 7' 3' ? 20-30 at 5:95' Broken canopy Not likely,too Residential in upper to Cedar It. mouth; steep reaches rest 1-8 N S-28 Panther Cr. - 0006 Black R Panther Cr. 23N SE See.30 Lower 2,1700 10 5 1-3 1-3 25:75 Broken canopy Yes;coho Culvert at Talbot Road blocks upstream fah passage 'Estimated from topographic maps. 06/14/91 and underbrush. Extensive areas of cleared land occur along the riverbank, primarily in developed areas. Riprap bank protection has been placed along some sections of the river, particularly in sections of downtown Renton.. Anadromous salmonids which use the lower Cedar River include chinook (Oncorhynchus tshawytscha), coho (O. kisuteh),and sockeye salmon (O. nerka), and steelhead trout (O. mykiss). These salmonids primarily use this lower section (within the Renton City limits) as a migration corridor for adults, and a rearing corridor for juveniles. Chinook and sockeye salmon spawn in the mainstem river, while coho salmon spawn in the smaller tributary streams. However, spawning primarily occurs upstream, beyond the eastern boundary of the city. May Creek (Map ID Numbers S9 and 10). May Creek originates from Lake Kathleen and flows westerly for approximately 8.6 miles to Lake Washington near Kennydale. Approximately 2 miles of the stream is within the Renton city limits. May Creek Park provides a protective buffer of open space between most of the creek and adjacent areas within the city. Between Lake Washington Boulevard and Lake Washington, May Creek is channelized with some riprap bank protection. This section of the creek skirts a commercial land use area, and very little bank vegetation is present. The lower portion of the stream,from Lake Washington Boulevard to approximately river mile (RM) 1,flows within a broad ravine with a moderate slope of about 2.5%. Dense deciduous growth is present along the lower mile of stream. Between RM 1 and RM 2, the stream lies within a steeper sided ravine. The bank cover remains dense, but consists of a mixed conifer and deciduous stand, with conifers and shrubs covering the upper slopes. The creek channel averages about 15 feet in width, with the substrate composed primarily of gravel and cobble. Instream habitat is comprised predominantly of high quality riffle habitat, glides, and a small percentage of pools. Several anadromous salmonids use May Creek for spawning and rearing. Coho salmon are the dominant species with chinook and possibly a few sockeye occurring occasionally. Cutthroat trout (O. clarki) and steelhead also occur in the stream in limited numbers '(Schneider pers. comm.). Honey Creek (Map ID Numbers SIi and S12). _The following description of the lower reaches of Honey Creek was obtained from a report prepared for the City of Renton Public Works Department (Watershed Dynamics Inc. 1990). Honey Creek is a 1.2 mile-long tributary to May Creek,which flows to Lake Washington within the Renton city limits. The lower reach of Honey Creek (below Sunset Boulevard) flows through a narrow, steeply incised canyon, which supports a dense canopy of evergreen and deciduous trees, as well as various understory shrubs. A sewage pipeline parallels the creek throughout most of its lower reach. An access road for the sewer line runs adjacent to the creek and crosses the creek in several locations. 20 r • • The lower reach of the creek averages 8 feet in width and is generally shallow. Stream substrate is largely composed of 3 to 6 inch gravel, with larger cobble substrate common throughout the creek. Stream gradient is moderately steep, varying from 2.5% to 7%. Instream habitat is comprised predominantly of high gradient riffle habitat, with a small percentage of pool and run habitat. • The upper reach of Honey Creek (above Sunset Boulevard) lies on a gentle slope (approximately 1%). Through the uppermost two-thirds of the upper reach, the creek has a moderately wide riparian buffer and good canopy cover consisting of primarily deciduous trees. The land use along most of Honey Creek is low density residential. However, the creek traverses an area of light commercial development along Sunset Boulevard through a culvert. Several partial blockages to fish migration may exist in the lower reach of the creek. These blockages are the result of elevation changes and debris dams, with the degree of blockage varying with creek flow. Several salmonid species are known to be present in the lower reach of Honey Creek, including cutthroat trout and coho salmon. There was insufficient data to determine if the cutthroat trout were resident or anadromous. The upstream extent of fish use in Honey Creek is not known. To augment natural coho spawning in the Honey Creek, students in the Renton School District elementary schools have planted approximately 2,800 coho salmon fry each year (Epler pers. comm.). Kennydale Creek (Map ID Number S13). Kennydale Creek is a small creek located between Lake Washington and Interstate 405. The creek originates near Interstate 405, flowing down a moderately steep hillside for approximately 1,500 feet to Coulon Park,where it discharges to Lake Washington. The streamside vegetation consists of a dense canopy of large deciduous trees and understory of shrubs. In addition, the Renton Parks Department has recently completed vegetation enhancement activities to provide cover for waterfowl and shade for the creek on the section of creek that flows through Coulon Park (Betlach pers. comm.). Fish habitat is limited in the creek because of the steep gradient and low flows. Fish have not been reported in the literature and were not observed in the creek during the survey. • Johns Creek and Unnamed Tributary (Map ID Numbers S14 through S16). Johns Creek is a manmade drainage which was built to convey stormwater runoff from the Boeing plant (Berg pers. comm.). The channel collects runoff along the east side of the plant, flows through Coulon Park, and discharges to Lake Washington. Areas of the streambank within Coulon Park have been enhanced to provide habitat for waterfowl and other wildlife that use the creek. Streamside vegetation within the park 21 r � includes cottonwoods (Populus spp.), and various ornamental shrubs and trees. Deciduous trees and shrubs line the creek above the park. Fish habitat in the stream is most likely poor because of inferior water quality, high temperatures, and low flows. Anadromous fish have not been observed in the creek, and probably do not use the creek for either spawning or rearing. Sculpins (Leptocottus sp.) and suckers (Catostomus sp.) are the only fish species which have been observed in the lower section of Johns Creek by park personnel (Berg pers. comm.). An unnamed tributary to Johns Creek is located in the industrial section of the city near the Boeing plant. This tributary has a higher gradient and carries less flow than Johns Creek. Fish habitat is likely poor in this tributary as well. Springbrook Creek and Unnamed Tributary Streams (Map ID Numbers S1 through S8). Springbrook Creek is formed by four east valley tributaries including the mainstem, a tributary originating from Springbrook Springs, Mill Creek,and Harrison Creek (Washington Department of'Fisheries 1975). Springbrook Creek is considered one of the major tributaries to the lower Green River (Metro 1991). From its headwaters in Kent, the creek flows north for approximately 10 miles along the east valley hillside before entering the Black River channel. A pumping station was constructed at the mouth of the Black River channel by the Soil Conservation Service (SCS) in 1971 to prevent waters from the Duwamish River from backing up into the old Black River channel and Springbrook Creek. A downstream and upstream salmonid fish passage facility was incorporated into the pump station facility. A Denali fish ladder was installed in the pump station to allow upstream passage of adult salmonids. According to the Washington Department of Fisheries, however, the operation of the pumping plant precludes the upstream migration of cutthroat and steelhead trout (Metro 1991). This could indicate that upstream passage of juvenile coho salmon during the winter would also be restricted. The airlift pump station that passes downstream migrant salmonids typically operates from April 1 to mid-June (Allmendinger pers. comma) In 1984, Springbrook Creek was channelized to contain increased peak flows from local drainages north of Interstate 405 and the Southcenter area. The channel is approximately 8 miles long and is called the P-1 (primary) Channel (Metro 1991). Because the P-1 Channel generally follows the former Springbrook Creek channel, it is referred to as both the P-1 Channel and Springbrook Creek (Metro 1991). In 1984, SCS widened the P-1 Channel between the pump station and Grady Way to form the P-1 Pond. Prior to channelization, Springbrook Creek supported runs of coho salmon and other anadromous species such as steelhead, cutthroat trout, and Dolly Varden (Salvelinus malma). The Washington Department of Fisheries currently release 80,000 to 100,000 coho fry annually into the P-1 Channel. Adult progeny from these releases return to Springbrook Creek to spawn. A fish counter at the pump station indicates that 47 to 166 adult coho ascended the fish ladder each year between 1983 and 1990 (Allmendinger pers. comm.) (see Table 4). 22 Table 4. Adult Salmonids Ascending the P-1 Pump Station at Black River during the Years 1983 to 1990 Year Quantity 1983 - 1984 155 1984.- 1985 119 1985 - 1986 47 1986 - 1987 82 1987 - 1988 166 1988 - 1989 95 1989.- 1990 77 Source: Metro 1990 • The P-1 Channel does not provide habitat suitable for either adult spawning,because of lack of suitable spawning substrate. The fact that adult salmon ascend the fish ladder and enter the P-1 Channel suggests that spawning occurs farther upstream in the creek and its tributaries. The channel provides limited juvenile rearing habitat due to poor water quality (e.g. elevated summer water temperatures and low dissolved oxygen levels) (Metro 1991). Unnamed Independent (Map ID Number S17). A small unnamed creek which flows to Lake Washington is located near the northern boundary of the city and drains a small sparsely populated hillside to the east of Interstate 405. The drainage basin of the creek is small and steep, with an average stream gradient of 7 to 10%. A narrow band of streambank vegetation comprised of shrubs and berry bushes, lines the creek. It is likely that the steep gradient precludes fish entering all but the lower most reaches of the creek. Panther Creek (Map ID Number S28). The following description of Panther Creek was obtained from a 1990 report prepared for the City of Renton Public Works Department (R. W. Beck and Associates 1989). Panther Creek originates at Panther Lake, a shallow, dystrophic lake located outside the Renton city limits. From Panther Lake, the creek generally flows northwest, entering the Renton city limits at Talbot Road, and continues into the Panther Creek wetlands. The creek passes through a culvert under Talbot Road which empties approximately 4 feet above the stream grade and forms a barrier to fish,migrating upstream. Near the south end of the wetland, the creek flows through a culvert under the State Route 167 into a 36-inch-diameter culvert, then flows in an open channel along the East Valley Highway to Southwest 34th Street,where it makes a 90 degree turn to the west, flows for a short distance on the surface, then enters an underground pipe to Springbrook Creek. 23 Fish habitat in Panther Creek is limited for several reasons including low summertime flows, migration barriers, and conveyance pipes between Springbrook Creek and the Panther Creek wetland. A;fiishery survey conducted by R. W. Beck and Associates in 1989 yielded one adult and one juvenile rainbow trout, and several nongame species. These fish were thought to originate from Panther Lake rather than residing in the lower creek. Maplewood Creek. Maplewood Creek is a small tributary to the Cedar River,located • in the Maplewood area of Renton. Two forks form the headwaters of the creek; they converge,several thousand feet downstream to form the mainstem. The mainstem flows through a relatively steep ravine, then is channelized through the Maplewood golf course. The upper reaches of the creek (above the confluence of the headwaters) are characterized by a dense riparian corridor, which creates a good buffer between the creek and residential development. •Instream habitat is composed of long riffles, with occasional shallow pools. The middle reach of the creek (between the confluence of the headwaters and the golf course) has a steeper gradient, but is characterized by the same riparian and buffer characteristics, as well as similar instream habitat. The primary land use surrounding the middle stream section is residential. The lower reaches of Maplewood Creek flow through the Maplewood Golf Course. This stream section is a channelized, low-gradient riffle and contains virtually no riparian cover. Below the golf course, the stream is conveyed, through culverts, to the Cedar River. Fish use in Maplewood Creek is restricted to the lower reaches of the creek due to the presence of a diversion structure and a bedload trap on the creek just upstream of the golf course. Anadromous fish use below these structures are likely restricted due to the small stream size, lack of cover and structure, and higher summer stream temperatures. Fish were not observed during the survey. Unnamed Cedar River Tributary. This unnamed tributary is approximately 1 mile in length and enters the Cedar River about 1 mile east of Interstate 405. The creek originates in Tiffany Park and enters a culvert at the corner of Talbot Road and South 15th Street. Upstream of the culvert the gradient varies from 1 to 8%. The stream is buffered from surrounding residents by the thick stand of deciduous trees present in the park. Anadromous fish use in the creek is unlikely.due to the steep gradient between the exposed stream channel and the Cedar River. 24 Sphere of Influence Table 5 presents the inventory of streams within the sphere of influence of the city. Figure 3 identifies the location of those streams. A total of 37 miles of streams were identified from the King County sensitive area map folio (1990) and the Washington Department of Fisheries stream catalog (1975). Table 6 presents a summary of lakes .(also see Figure 3) within the sphere of influence. These lakes total 259 acres. 25 t, • Table 5. City of Renton Critical Areas-Sphere of Influence Stream Corridor Inventory City of Reach Channel Wetted Estimated/ Salmonid Ref. Creek WDF WDF Renton Length Width Width Observed Pool: Bank Fish No. Name No. Drainage Subbasin Location Reach (mi.) (ft.) (ft.) Flow(cfs) 'Gradient Riffle Cover Habitat Comments SIK Big Soos Cr. 0072 Soos Cr. N/A 23N SE 28,33 3.0 <1% Chinook,coho, 22N SE 3,4 . chum S2K Unnamed tributary N/A Soon Cr. N/A 22N SE 3 0.60 2-3% Coho likely Class 2;contains salmonids of Big Soos Cr. (King Co.map folio) S3K Molasses Cr. 0304 Lk.Washington N/A 23N SE 22,27 2.1 8.2% Coho,sockeye Short section flows in culvert under subdivision; steep gradient S4K Madsen Cr. 0305 Lk.Washington N/A 23N 5E 22,23, 2.9 23% Coho Steep gradient in middle 26 • portion of creek SSK Unnamed tributary N/A Lk.Washington N/A 24N SE 28 0.8 3-4% Unknown Small creek flows through of Lk.Doren residential area 56K McDonald Cr. 0212 Issaquah Cr. N/A 23N 6E 7,16, 2.6 2.0% Coho N - 17 CA S7K Unnamed outlet N/A Issaquah Cr. N/A 23N 6E 17 0.8 5.5% Possibly;none Steep gradient stream of Lk. listed McDonald S8K Unnamed tributary 0313 Cedar It N/A 23N SE 23,24, 0.4 >5% Unknown All have impassible barriers of Cedar R. 25 S9K Unnamed tributary 0312 Cedar R. N/A 23N SE 23,24, 0.7 >5% Unknown All have impassible barriers of Cedar R. 25 S10K Unnamed tributary 0311 Cedar R. N/A 23N SE 23,24, 1.7 >5% Unknown All have impassible barriers of Cedar R. 25 • S1lK Unnamed tributary 0307 Cedar R. N/A 23N SE 13,23, 1.0 3.0% Unknown Impassible barrier of Cedar R. 24 S12K Unnamed tributary 0308 Cedar R. N/A 23N SE 13,23, 1.0 3.0% Unknown Impassible barrier of Cedar R. 24 • S13K Unnamed tributary 0309 Cedar IL N/A 23N SE 13,23, 0.2 3.0% Unknown Impassible barrier of Cedar R. 2A S14K Unnamed tributary 0310 Cedar IL N/A 23N 5E 13,23, 1.2 3.0% Coho In lower reaches of Cedar R. 24 SISK May Cr.mainstem 0282 S.Lk. N/A 24N SE 33,34 5.2 <1% Chinook,who, Low gradient flows through Washington 23N SE 3,2, sockeye May Valley 11,12 • 23N 6E 7 . r Table 5. Continued City of Reach Channel Wetted Estimated/ Salmonid Ref. Creek WDP WDP Renton . Length Width Width Observed Pool: flank Fish No. Name No. _ Drainage Subbasin Location Reach (mI.) (ft.) (ft.) Flow(cfs) Gradient Riffle Cover Habitat Comments S16K Unnamed tributary 0297 S.Lk. N/A 23N 6E 7 1.0 <1%in Coho Lower half flows through of May Cr. Washington May May Valley;upper half Valley flows through steep hillside S17K Unnamed tributary 0294 S.Lk. N/A 23N 6E 6 1.3 1.0% Coho unlikely Too steep of May Cr. Washington • S18K Unnamed tributary 0295 S.Lk. N/A 23N 6E 6 0.7 8.7% Coho unlikely Too steep of May Cr. Washington SI9K Unnamed tributary 0296 S.Lk. N/A 23N 6E 6 0.4 1.0% Coho likely Extension of 0249 of May Cr. Washington S20K Unnamed tributary 0292 S.Lk N/A 23N 5E 1,2, 13 4% Unknown Steep gradient of May Cr. Washington 12 SMIK Unnamed tributary 0293 S.Lk. N/A 23N 5E 1,2, 1.65 8.0% Unknown Steep gradient N of.May Cr. _ Washington 12 522K Unnamed tributary 0291 S.Lk. N/A 24N 5E 35 1.6 6.5% Unknown Steep gradient of May Cr. Washington S23K Unnamed tributary 0289 S.Lk. N/A 24N SE 35 0.8 9.0% Unknown Steep gradient in middle of May Cr. Washington section S24K Unnamed tributary 0290 S.Lk. N/A 2tN 5E 35 0.3 9.0% Unknown Sleep gradient in middle of May Cr. Washington section S25K Unnamed tributary 0287 S.Lk. N/A 24N 5E 34 1.0 ' 2.4% Unknown Outlet of Lk.Doren;steep of May Cr. Washington gradientnear mouth S26K Unnamed tributary 0286 S.Lk. N/A 24N 5E 33 0.8 5.1% Unknown Steep gradient of May Cr. Washington . • S27K Honey Cr. 0285 S.Lk. N/A 21N 5E 32,32 1.0 2.4% Coho Steep gradient Washington 528K Unnamed tributary 0284 S.Lk. N/A 23N 5E 4 1.2 3.1% Coho Steep gradient of May Cr. Washington S29K Unnamed tributary 0277 S.Lk. N/A 24N 5E 35,36 02 20% Unlikely Steep gradient near mouth of Coal Cr. Washington 530K Unnamed tributary 0278 S.Lk. N/A 2tN 5E 35,36 0.45 20% Unlikely Impassible barriers of Coal Cr. Washington ' downstream • • 06/14/91 f Table 6. City of Renton Critical Areas - Sphere of Influence Lake Inventory Lake City of Renton Surface Fish Name Subbasin Location Acres Habitat Comments Panther N/A R5E T22N Sec.5 31 No Eutrophic lake becoming wetland McDonald N/A R6E T23N Sec.20 17 Unknown Poor water quality Desire N/A R5E T23N Sec.25,36 71 Yes;rainbow and cutthroat trout tv Co Spring(Otter) N/A R6E T23N Sec.31 68 Yes;brook,cutthroat, rainbow trout;perch;catfish Peterson N/A R6E T22N Sec.5 3 Unknown Majority of Lake Peterson lies outside of boundary Kathleen N/A R6E T23N Sec.18 51 Unknown Poor water quality Boren N/A R5E T24N Sec.28 18 Unknown CITATIONS Printed References • Boeing Company. 1991. Longacres Park development information letter to the City of Renton, Don Erickson. Renton, WA. January 11, 1991. City of Renton. 1981. Wetlands study: A reconnaissance study of selected wetlands in the City of Renton. Prepared by the City of Renton Planning Department and Northwest Environmental Consultants, Inc. . 1991a. Kennydale Apartments, 4000 Block of Lincoln Avenue Northeast. Memorandum to Planning and Development Committee from Lynn A. Guttmann, Administrator, Planning/Building/Public Works Department. Renton, WA. . 1991b. The Orchards mixed-use development, supplemental draft environmental impact statement. Renton, WA. . 1991c. Black River Corporate Park tracts A and B office buildings, final environmental impact statement. Prepared by Jones & Stokes Associates, Inc., Bellevue, WA. David Evans and Associates. 1989a. Wetland delineation of the Alaska Distributors site, Renton, Washington. Prepared for Alaska Distributors Company, Seattle, WA. . 1989b. Wetland delineation for the Seattle Times facility. Earth Consultants Inc. 1990. Wetland delineation of the Rivertech Corporate Park. Prepared by Jones & Stokes Associates, Inc. Bellevue, WA. IES Associates. 1990a. Biological report of the Austin Property, Renton, WA. . 1990b. Biological evaluation and wetlands delineation, Cascadia Property Southeast 120th Street and Duvall Avenue Southeast for Northward Properties, Bellevue, WA. IES Associates and Scoles and Associates. 1990. Preliminary wetlands evaluation of the Al Pac site Southwest 27th Street, Renton, WA. Prepared for Al Pac Associates, Seattle, WA. • Jones & Stokes Associates, Inc. 1990a. Letter to Washington Department of Ecology regarding wetlands on tract C (northside). . 1990b. Wetland report of the Vyzis Southgate property, Bellevue,WA. 29 King County. 1983. King County wetlands inventory. Three volumes. Seattle, WA. . 1990. Sensitive areas map folio. King County Department of Parks, Planning and Resources. Seattle, WA. Metro. 1978. A profile of water quality in the Cedar-Green River basins. Technical appendix no. 5. Seattle, WA. . 1990. Water quality status report for marine waters 1989. Seattle, WA. . 1991. Draft supplemental environmental impact statement-Metro treatment plant at Renton. Technical appendix. Seattle, WA. Metro. 1991. Metro Treatment Plant at Renton, WA. Draft supplemental environmental impact statement. Prepared by Brown and Caldwell et al. Raedeke Associates Scientific Consulting. 1989. Wetland assessment of the Washington Technical Center, Renton, WA. Prepared for Davis Real Estate Services, Seattle, WA. . 1991a. Puget Western, Inc. Materials Management Complex (MMC) property, Renton, WA. Letter report. . 1991b. Conceptual wetland mitigation plan for the Puget Western Business Park, Renton, WA. March 11, 1991. R.W. Beck and Associates. 1989. City of Renton, WA, Panther Creek wetlands/P-9 channel design wetland inventory. Draft. . 1990. City of Renton 'east side Green River watershed plan. Seattle, WA. Shapiro and Associates, Inc. 1989. Wetland delineation of the Container Corporation of America site, Renton, WA. Prepared for James Garrison, Bruce Blume and Company, Seattle, WA. U.S. Fish and Wildlife Service. 1979. Classification of wetlands and deepwater habitats of the United States. FWS/OBS-79/31. 103 pp. . 1981. Mercer Island and Renton quadrangles. National wetland inventory maps. • U.S. Soil Conservation Service. 1973. Soil survey, King County area, WA. Washington Department of Fisheries. 1975.A catalogue of Washington streams and salmon utilization. Volume 1. Puget Sound Region. Watershed Dynamics Inc. 1990. Honey Creek habitat survey. Prepared for City of Renton Public Works Department. 30 Other Documents Reviewed, but not Cited Bogle & Gates. 1990. Alaska Distributors Co. File No. SA-128-89. Declaration of non- significance response letter to City of Renton. Renton, WA. City of Renton. 1990. KPFF Consulting Engineers seeking approval to reconfigure a 25.5 acre existing parcel to replat four(4) lots into two (2) lots. Community Development Department preliminary report to the Hearing Examiner. Renton, WA. . 1991. The Austin Company site plan approval for an office park complex. Department of Planning/Building/Public Works preliminary report to the Hearing Examiner. Renton, WA. . 1981. Earlington Park - Required mitigation. Review of proposal, draft EIS and final EIS. Letter to First City Equities. Renton, WA. . 1987. Wetlands, an pverview of city policy draft issue paper. Renton, WA. 1990. Bruce Blume and Company. File No: SA - 112-89. Approval for a warehouse/office complex. Office of the Hearing Examiner. Renton, WA. Glacier Park Company. 1990. Alaska Distributors Co. site and storm retention plans review. Letter. IES Associates. 1989. Wetlands enhancement plan and retention/detention pond revegetation plan of the Renton east project, Kent, WA, for Dick Gilroy,Northward Properties. Bellevue, WA. KPFF Consulting Engineers. 1990. Glacier Park short plat: ECF; SHPL-125-89. Seattle, WA. Washington State Department of Ecology. 1990. Review of Vyzis Southgate property buffer and mitigation proposed. Olympia, WA. Personal Communications Allmendinger, Harry. Pump Plant Operator. King County Public Works Department, Renton, WA. May 23, 1991 - telephone conversation. Berg, Randy. Park Employee. Renton Parks Department, Renton WA. May 17, 1991 - telephone conversation. 31 ,.' Berg, Randy. Park Employee. Renton Parks Department, Renton WA. May 17, 1991 - telephone conversation. • Betlatch, Leslie. Open Space Coordinator. Renton Parks Department, Renton, WA. May 20, 1991 - telephone conversation. • Epler, Susanna. Science Specialist. Renton School District, Renton, WA. May 17, 1991 - telephone conversation. Schneider, Phil. Habitat Biologist. Washington Department of Wildlife, Mill Creek, WA. May 20, 1991 - telephone conversation. • 32 Appendix A. Wetland. Types 4 .t APPENDIX A Wetland Types as Defined by the Classification of Wetlands and Deepwater Habitats of the United States • o Wetland Type Definition .� POW Palustrine open water o PSS Palustrine scrub-shrub wetland "- N '� o L Lacustrine PAB Palustrine aquatic bedcd 03 PUB Palustrine unconsolidated bottom o 3 A. PEM Palustrine emergent wetland E 3 -o PFO Palustrine forested wetland — 5 g 6�D C >ource: U.S. Fish and Wildlife Service 1979 ►►Waw00 • VU 4 v� R., 3o 60 0 ? .� 2 0 -, b5 Q � HA . • r E.-nQv ) Ocww ) 0UU •, �1 U Appendix B. Wetland Plant Acronyms Appendix B. Continued ` 4 HOLA . . . . velvetgrass (Holcus lanatus) PHCA Pacific ninebark (Physocarpus capitatus) HYPE . . . . St. John's wort (Hypericum perforatum) PHPR timothy (Phleum pratense) IMNO . . . . touch-me-not (Impatiens noli-tangere) - PISI Sitka spruce (Picea sitchensis) IRPS yellow flag (Iris pseudacorus) . PL palustrine JACA . . . . fleshy jaumea (Jaumea camosa) PLLA English plantain (Plantago lanceolata) JUAC . . . . taper-tip rush (Juncus acuminatus) PLMA seaside plantain (Plantago maritima) JUBU . . . . toad rush (Juncus bufonius) POCU Japanese knotweed (Polygonum cuspidatum) JUEF . . . . soft rush (Juncus effusus) POHY water pepper (Polygonum hydropiper) JUEN . . . . dagger-leaf rush (Juncus ensfolius) POMU sword fern. (Polystichum munitum) JUSPP . . . . rushes (Juncus spp.) POPA Pacific silverweed (Potentilla pacifica) JUTE . . . . slender rush (Juncus tenuis) POPE spotted lady's thumb (Polygonum persicdaria) KAOC . . . . swamp.laurel (Kalmia occidentalis) POPR Kentucky bluegrass (Poa pratensis) LEGR . . . . bog labrador-3PSMEtea (Ledum groenlandicum) POSPP smartweed (Polygonum spp.) LEMI . . . . lesser duckweed (Lemna minor) POTR black cottonwood (Populus trichocarpa) LOCO . . . . bird's foot trefoil (Lotus comiculatus) PRVU common selfheal (Prunella vulgaris) LOSPP . . . ryegrass (Lolium spp.) PSME Douglas-fir (Pseudotsuga menziesii) LOIN twin-berry (Lonicera involucrata) PTAQ . . . . bracken fern (Pteridium aquilinum) LOPE perennial ryegrass (Lolium perenne) PYFU . . . . western crabapple (Pyrus fusca) LYAM skunk cabbage (Lysichitum americanum) RAAQ . . . . water buttercup (Ranunculus aquatilis) LYSA purple loosestrife (Lythrum salicaria) RAOR . . . . straightbeak buttercup (Ranunculus orthorhynchus) MADI false lily-of-the-valley (Maianthemum dilatatum) RARE . . . . creeping buttercup (Ranunculus repens) MAMA pineapple weed (Matricaria matricarioides) RHPU . . . . cascara (Rhamnus purshiana) • METR bog bean (Menyanthes trifoliata) RIBR stink currant (Ribes bracteosum) MISPP . . . . monkey-flower (Mimulus spp.) RIHU stinking currant (Ribes hudsonianum) MYLA . . . . forget-me-not (Myosotis laxa) RILA swamp gooseberry (Ribes lacustre) NUPO . . . . spatterdock (Nuphar polysepalum) RINA liverwort (Ricciocarpus natans) NYOD . . . . American water-lily (Nymphaea odorata) RISA red-flowering currant (Ribes sanguineum) OECE . . . . Indian plum (Oemlaria cerasifonnis) RONA water-cress (Rorippa nasturtium-aquaticum) OESA . . . . water parsley (Oenanthe sannentosa) RONO Nootka rose (Rosa nootkana) OPHO . . . . devil's club (Oplopanax horridum) RUCR curly dock (Rumex crispus) PHAR . . . . reed canarygrass (Phalaris arundinaceae) RUDI Himalayan blackberry (Rubus discolor) v-f&( (61) w • • ., , . :::z, Kensington Crest Soils• Report OFFSTT&. �_ c/7), -;F --Ni^q J �, � 1 ' v ,* 55 / l Geok os Engineers February 26, 1999 Consulting Engineers and Geoscientists Offices in Washington, Butko Construction, Inc. Oregon,and Alaska P.O. Box 3266 Federal Way, Washington 98063 Attention: Dick Butko Revised Letter Report Geotechnical Services Discharge Pipe Alignment Evaluation Kensington Crest Development Renton, Washington GEI File No. 7016-001-01 INTRODUCTION This revised letter presents the results of our evaluation of site conditions along the proposed stormwater discharge pipeline alignment at your property in Renton, Washington. The property encompasses approximately 45 acres and is located between Royal Hills Drive and the Cedar River in southeast Renton. We understand that a multi-family residential development is proposed for the site, and that the project will be named Kensington Crest. We completed a geotechnical consultation report for this site for a previous owner of the property, the Parker PUD Partnership. The report is dated September 26, 1985 (GEI File No. 654-02). We also completed a geotechnical consultation update for you dated October 8, 1998. Our current services and this summary letter are provided at your request. Our services are performed in accordance with our proposal dated January 26, 1999, that you authorized at a site meeting on January 26, 1999. SCOPE Our services are to visit the site to evaluate the present conditions along the proposed stormwater discharge pipeline alignment. The services provided by GeoEngineers consisted of the following: 1. Review the existing geotechnical consultation report and other geotechnical data in our files for the site and vicinity. GeoEngineers,Inc. 8410 154th Avenue N.E. Redmond.WA 98052 Telephone(425)861-6000 Fax(425)861-6050 www.geoengineers.com Printed on recycled owner_ Butko Construction, Inc. February 26, 1999 Page 2 2. Visit the site to observe the following: • Physical setting! and condition of the property along the pipeline alignment and immediate surrounding area. We will focus particular attention on any sensitive areas on or adjacent to the property,including slopes,landslides, streams and areas of erosion. • Photographs will be taken of noteworthy features,where possible. 3. Discuss our observations with you and your team during the site visit,if you request. 4. Summarize our observations and opinions regarding the pipeline alignment and any perceived geotechnical problems or considerations in a letter. SITE OBSERVATIONS A representative of GeoEngineers met with you on January 26, 1999, visited the site, and performed a reconnaissance of the proposed storinwater discharge alignment. We were not provided with a plan showing the alignment; rather, you indicated the alignment to our representative in the field. It is our understanding that the proposed alignment extends north-northeast from near the northeast corner of the proposed multi-family residential development. The alignment follows an existing gravel road along a utility corridor before descending a relatively steep north- northeast facing slope to discharge near the south bank of the Cedar River. Both above ground power lines and below ground petroleum product pipelines are currently located within the utility corridor. We understand that the proposed stormwater pipeline will consist of an 18-inch-diameter, high density polyethylene (HDPE) pipe. The pipeline will be buried within the existing gravel road that extends from near the northeast corner of the property to the top of the relatively steep slope above the Cedar River. The pipeline will daylight near the top of the slope and extend down the steeper slope segment on the ground surface. The pipe will discharge at the base of the slope into a catch basin and energy dissipater near the edge of the Cedar River. We observed no evidence of geologic hazards or concerns along the gravel road portion of the alignment extending from near the northwest corner of the property to the top of the steeper slope segment. The gravel road ranges from about 12 to 20 feet wide, is surfaced with fine to coarse gravel and 1- to 4-inch quarry spalls. The ground surface along the road segment is inclined at 2 to 8 degrees from horizontal (3 to 14 percent). Large depressions are located east and west of the alignment approximately 150 feet south of the top of the steep slope. These depressions may be the result of past surficial gravel mining activities at the site. The slope extending from the north end of the gravel road down to the Cedar River is inclined at 24 to 28 degrees from horizontal (44 to 53 percent) along the proposed alignment. The 50 to 70 foot wide cleared portion of the slope within the utility corridor is vegetated with grass, scotch broom, sword fern, and blackberry. Near surface soils on the slope are composed of light brown fine to coarse sand and gravel with silt. Surface water runoff within the utility corridor is diverted by four water bars (low soil berms) and two 12-inch diameter CMP half- GeoEngineers File No. 7016-001-01-1130 • Butko Construction, Inc. February 26, 1999 Page 3 round culverts. Soils beneath the western portion of the upper half-round culvert have been eroded by misdirected.surface water. The base of the slope is armored with '/z- to 3-foot- diameter riprap within about 30 feet of the river's edge. We observed occasional slightly bowed tree trunks on the slope areas adjacent to the utility corridor. This condition is indicative of shallow soil creep on the slope. This type of slope performance is typical for slopes of this inclination. We observed no evidence of deep slope instability on or adjacent to this portion of the pipeline alignment. CONCLUSIONS AND RECOMMENDATIONS We observed no evidence of past or present geologic hazards or concerns along the proposed stormwater discharge pipeline alignment that extends north-northeast from the northeast corner of.the proposed Kensington Crest Subdivision to near the south bank of the Cedar River. Nevertheless, care should be taken to ensure that construction and placement of the stormwater pipeline does not disturb the slope excessively, and that the slope is restored such that erosion of the disturbed soils is minimized. LIMITATIONS We have prepared this letter for use by Butko Construction, Inc. in evaluating the proposed stormwater pipeline alignment for the referenced site. No additional explorations were completed as part of this consultation, nor were design level geotechnical recommendations developed for the proposed pipeline, structures and other site improvements. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time the report was prepared. No warranties or other conditions, express or implied, should be understood. 4 +P G e o E n g i n e e r s File No. 7016-001-01-1130 i Butko Construction, Inc. February 26, 1999 Page 4 • We trust that this letter presents the information that you need at this time. We appreciate the opportunity to continue to provide geotechnical consultation services on this project. Please call if you have any questions regarding the information presented in this letter, or if we can provide additional services. • Yours very truly, GeoEngineers, Inc. --TiLeitAxg44.-r&e-t•;%- Thomas A. Tobin, P.E. Principal TAT:ss P:17016001101\Finals1701600101 L1.doc Two copies submitted cc Kathy Ruff DBM Consulting Engineers 502— 16th Street NE, Suite 312 Auburn,Washington 98002 GeoEngineers File No. 7016-001-01-1130 Geo�j Engineers January 28, 1999 Consulting Engineers and Geoscientists Offices in Washington, ' Oregon,and Alaska Butko Construction, Inc. P.O. Box 3266 Federal Way, Washington 98063 Attention: Dick Butko Geotechnical Services Discharge Pipe Alignment Evaluation Kensington Crest Development Renton, Washington GEI File No. 7016-001-01 INTRODUCTION This letter presents the results of our evaluation of site conditions along the proposed stormwater discharge pipeline alignment at your property in Renton, Washington. The property encompasses approximately 45 acres and is located between Royal Hills Drive and the Cedar River in southeast Renton. We understand that a multi-family residential development is proposed for the site, and that the project will be named Kensington Crest. We completed a geotechnical consultation report for this site for a previous owner of the property, the Parker PUD Partnership. The report is dated September 26, 1985 (GEI File No. 654-02). We also completed a geotechnical consultation update for you dated October 8, 1998. Our current services and this summary letter are provided at your request. Our services are performed in accordance with our proposal dated January 26, 1999, that you authorized at a site meeting on January 26, 1999. SCOPE Our services are to visit the site to evaluate the present conditions along the proposed stormwater discharge pipeline alignment. The services provided by GeoEngineers consisted of the following: 1. Review the existing geotechnical consultation report and other geotechnical data in our files for the site and vicinity. GeoEngineers,Inc. 8410 154th Avenue N.E. Redmond,WA 98052 Telephone(425)861-6000 Fax(425)861-6050 ww\.geoengineers.com - r r Butko Construction, Inc. January 28, 1999 • Page 2 2. Visit the site to observe the following: • Physical setting and condition of the property along the pipeline alignment and immediate surrounding area. We will focus particular attention on any sensitive areas on or adjacent to the property,including slopes,landslides, streams and areas of erosion. • Photographs will be taken of noteworthy features,where possible. 3. Discuss our observations with you and your team during the site visit,if you request. 4. Summarize our observations and opinions regarding the pipeline alignment and any perceived geotechnical problems or considerations in a letter. SITE OBSERVATIONS A representative of GeoEngineers met with you on January 26, 1999, visited the site, and performed a reconnaissance of the proposed stormwater discharge alignment. We were not provided with a plan showing the alignment; rather, you indicated the alignment to our representative in the field. It is our understanding that the proposed alignment extends north from near the northwest corner of the proposed multi-family residential development. The alignment follows an existing gravel road along a utility corridor before descending a relatively steep north-facing slope to discharge near the south bank of the Cedar River. Both above ground power lines and below ground petroleum product pipelines are currently located within the utility corridor. We understand that the proposed stormwater pipeline will consist of an 18-inch-diameter, high density polyethylene (HDPE) pipe. The pipeline will be buried within the existing gravel road that extends from near the northwest corner of the property to the top of the relatively steep slope above the Cedar River. The pipeline will daylight near the top of the slope and extend down the steeper slope segment on the ground surface. The pipe will discharge at the base'of the slope into a catch basin and energy dissipater near the edge of the Cedar River. We observed no evidence of geologic hazards or concerns along the gravel road portion of the alignment extending from near the northwest corner of the property to the top of the steeper slope segment. The gravel road ranges from about 12 to 20 feet wide, is surfaced with fine to coarse gravel and 1- to 4-inch quarry spalls. The ground surface along the road segment is inclined at 2 to 8 degrees from horizontal(3 to 14 percent). Large depressions are located east and west of the alignment approximately 150 feet south of the top of the steep slope. These depressions may be the result of past surficial gravel mining activities at the site. The slope extending from the north end of the gravel road down to the Cedar River is inclined at 24 to 28 degrees from horizontal (44 to 53 percent) along the proposed alignment. The 50 to 70 foot wide cleared portion of the slope within the utility corridor is vegetated with grass, scotch broom, sword fern, and blackberry. Near surface soils on the slope are composed of light brown fine to coarse sand and gravel with silt. Surface water runoff within the utility corridor is diverted by four water bars (low soil berms) and two 12-inch diameter CMP half- round culverts. Soils beneath the western portion of the upper half-round culvert have been G e o E n g i n e e r s File No. 7016-001-01-1130 t Butko Construction, Inc. January 28, 1999 Page 3 eroded by misdirected surface water. The base of the slope is armored with '/s- to 3-foot- diameter riprap within about 30 feet of the river's edge. We observed occasional slightly bowed tree trunks on the slope areas adjacent to the utility corridor. This condition is indicative of shallow soil creep on the slope. This type of slope performance is typical for slopes of this inclination. We observed no evidence of deep slope instability on or adjacent to this portion of the pipeline alignment. CONCLUSIONS AND RECOMMENDATIONS We observed no evidence of past or present geologic hazards or concerns along the proposed stormwater discharge pipeline alignment that extends north from the northwest corner of the proposed Kensington Crest Subdivision to near the south bank of the Cedar River. Nevertheless, care should be taken to ensure that construction and placement of the stormwater pipeline does not disturb the slope excessively, and that the slope is restored such that erosion of the disturbed soils is minimized. LIMITATIONS We have prepared this letter for use by Butko Construction, Inc. in evaluating the proposed stormwater pipeline alignment for the referenced site. No additional explorations were completed as part of this consultation, nor were design level geotechnical recommendations developed for the proposed pipeline, structures and other site improvements. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time the report was prepared. No warranties or other conditions, express or implied, should be understood. 1 � ► G e o E n g i n e e r s File No. 7016-001-01-1130 Butko Construction, Inc. January 28, 1999 Page 4 • We trust that this letter presents the information that you need at this time. We appreciate the opportunity to continue to provide geotechnical consultation services on this project. Please call if you have any questions regarding the information presented in this letter, or if we can provide additional services. Yours very truly, GeoEngineers, Inc. 46eyi4416 Thomas A. Tobin, P.E. Principal TAT:ss P:\7016001\01Winals\701600101 Ll.doc Two copies submitted cc Kathy Ruff / DBM Consulting Engineers V 502— 16th Street NE, Suite 312 Auburn,Washington 98002 GeoEngineers File No. 7016-001-01-1130 • - • .v;eu engineers . , RRPORT OF GgOTECHNICAL CONSULTATION PROPOSED PARKER. PLANNRD UNIT DEVELOPMENT RENTON, WASHINGTON FOR PAR P.U.D. PARTNERSHIP • INTRODUCTION This report presents the results of our preliminar y y geotechnical evaluation of the proposed Parker Planned Unit Development (P.U.D.) in Renton, Washington. This site includes approximately 45 acres of develop— able land located southeast of Renton. The property and the adjacent areas north ,and east which are addressed in this report are shown on the Vicinity Map, Figure 1. The property lies entirely in the northwest one—quarter of Section 21, Township 23N, R5E, north of Royal Hills Boulevard. The property boundary and locations of proposed facilities are shown on the Site Plan Figure 2. We understand that construction of relatively light apartment buildings is planned on the westerly portion of the property. Streets and typical service utilities are planned to serve the P.U.D. No specific site improvements were available at the time of our investigation. for SCOPE OF SERVICES- The purpose of our geotechnical consultation is to address concerns expressed in a letter dated April 18, 1985 from Mr. Roger Blaylock, Zoning Administrator, City of Renton, to Robert Wells and Associates, Architects, relative to the required City of Renton environmental determination. Specifically, we are to address four geotechnical concerns. These include: 1. The stability of the Cedar River valley wall and local slopes near the valley crest. 2. The existence of a "perched marsh" located northeast of the proposed development. 3. Foundation support for the proposed buildings, including the earthwork required for building foundation construction, and the • technique for supporting buildings , retaining walls;, rockeries, etc. 4. The proximity of former underground coal mines which are known to occur in the general area of this project. ==:—_----- Geo4 Engineers SITE DESCRIPTION GENERAL Our description of the site is presented to provide a basis for address- ing the geotechnical concerns relevant to the environmental determina- tion. This description includes general discussions of topography, drainage, vegetation, and subsurface soil conditions. The methods used in our evaluation of the site include subsurface exploration, laboratory testing, site recon- inaissance and review of existing information. These methods are. described in appendix A. A list of references is presented at the end of this report. TOPOGRAPHY The entire property is situated on the northern edge of an upland area 1 which separates the Cedar River valley from the Green River valley. The Cedar River valley wall is immediately adjacent to the north and east 7 margins of the proposed development. The ground in the upland portion is . gently rolling, sloping overall slightly toward the northeast. Some of the undulations of the ground surface appear to be from former borrow operations for gravel while other irregularities are due to natural geologic processes. Site elevations range from about 300 feet above sea level in the southerly portions to about Elevation 175 feet at the northeast corner of the property. Immediately north and east of the site, the ground surface slopes steeply downward at angles ranging between 15 and 40 degrees from horizontal to about Elevation 50 on the floor of the Cedar River valley. The slope gradually decreases and is flatter below approximately Elevation 100. A large shallow depression occurs about 400 feet to 850 feet northeast of the property at approximately Elevation 75. feet. Within this depression a shallow swamp has formed. This is identified by the City of Renton as the Cedar River Marsh. • DRAINAGE Surface drainage from the site is provided by a stream located at the west end of the property and by several small swales off of the upland • along the north and east sides. The stream at the west end has cut a relatively deep channel into the underlying soil deposits. All.of the flow eventually enters the Cedar River either as surface runoff or, to some -r extent, ground water. Some surface and/or ground water is temporarily • • I_ • °, tsieokrAEngineers 1-• . ponded on the northeast slope bythe Cedar River Marsh. This appears to be a local discharge area and the water level in the marsh fluctuates in 1. response to seasonal weather patterns. The marsh was nearly dry during our reconnaissance. A small tributary channel at the northeast .end of the marsh provides a surface outlet from the marsh to the Cedar River during high water periods. • VEGETATION The upland area is moderately overgrown with alder saplings, scattered small conifers, short grass and Scotch Broom brush. Large native conifers have been logged, and other vegetation growth has been reduced by maintenance within power line rights of way which traverse the site. The steep slopes to the north and east are overgrown with medium to large conifers, deciduous • trees and brush. In general, the tree trunks are straight; the under- growth is thick. The density of this vegetation increases substantially toward the lower portion of the slope. The marsh is overgrown with typical swamp-type • vegetation. SUBSURFACE CONDITIONS The existing subsurface conditions at the P.U.D. site and the adjacent areas are predominantly the result of several regional glaciations followed by postglacial weathering and erosion. At least four episodes of ice advance and retreat have occurred in this region within the last 100,000 plus years. The most recent ice advance reached a thickness of about 3,000 feet in this area and was completely gone from the project vicinity by about 10,000 Years ago. The Cedar River valley was downcut through glacial drift and locally into bedrock following the most recent glacial period. Within the project area, we observed soils deposited before and after the last ice advance. Underlying the soil deposits is bedrock. Our descrip- tion of the soil conditions includes six units, two of which occur at the surface in the area of the planned structures. For purposes of our evalua- tion, these two units are described first in terms of their engineering characteristics as they relate to development plans. The latter four units are classified in terms useful to slope stability analyses. 3 ' A . (►eo%�E ineers � n Alluvial Terrace Gravel (Qg): This unit occurs as the the upland area.. It consistaYoungest unit of of approximately 10 to 20 feet of granular soils including gravelly sand, and silty to sandy gravel with a high per— centage of cobbles and boulders. The majority of the material was deposited • during and shortly after recession of the last glacial ice fro The unit tends 'to increase i m this area. A density from loose to medium dense at the surface to very dense at depth. Soils of this unit have been variable depth throughout the relativelymined to a level upland terrace area.' Because of generally high permeability, surface water infiltration occurs rapidly and horizontal and vertical drainage is good. The soils good to excellent foundation su generally provide generally excellent for use a s pp°rt and stability. These soils are also structural fill and are not "sensitive" to seismic disturbance (liquefaction), Glacial Drift (Qd): This soil unit underlies the alluvial terrace gravel and reaches an observed thickness of about 100 feet. The glacial drift was deposited by or in advance of glacial ice and thus has been overridden • and consolidated by a glacier (s)• Two distinctive sub—units are within Y• The the glacial drift bod present upper soils consist of till. Till was deposited directly by ice and generally consists of unsorted brown to gray silty sand to sandy silt matrix material with gravel and cobbles. It is dense to very dense where undisturbed. Occasional large boulders ma in the till. Till generally has veryY occur drainage characteristics and will low permeability, resulting in poor severely impede the downward mi water through the overlying alluvial terrace gravel to the extentation thatof a perched water level may occur along the upper till surface. Undisturbed till provides excellent foundation support and is not sensitive to seismic liquefaction. Till isgenerally q dequate fo the moisture content is carefully acontrolledr structural fill uses providing Advance outwash underlies the till. It consists primarily of stratified clean sand and gravel with occasional thin layers of silt. It is deposited in meltwater streams or shallow lakes in front of an advancing la This soil is dense to ve g cier. ry dense as a result of being overridden and compadted by glacial ice. Advance outwash is generally very permeable horizontally with somewhat lower vertical permeability as a result of the silt layering. yeri ring. 4 treoo Engineers It •is excellent for foundation support where undisturbed and confined, it is not susceptible to seismic liquefaction, and it is suitable for fill in • • well-drained areas. Bedrock (Br): The glacial deposits underlying the site rest on bedrock of Tertiary age. The bedrock is sedimentary, consisting primarily of siltstone, sandstone, and conglomerate. The bedrock is soft to hard and relatively impermeable. The Cedar River Marsh is apparently perched directly on or near the bedrock surface, Flood Plain Alluvium (Qfp); This unit represents recent Cedar River alluvial deposits. It consists of clean sand and gravel overlain by thin deposits of sandy silt. Swamp Deposits (Qso): These soils are found in and around the Cedar River Marsh in the study area. They consist primarily of organic rich silt and peat. Slope Wash and Landslide Debris Qls): This portions of the steep Cedar River valley p wall slopes unit occurs on the lower a is cterized undifferentiated silt and sand. It consists of and reworked a mixture of of glacial drift and alluvial deposits which may include lenses of gravel, chunks of till and blocks of bedrock. The mixture of material at this location is considered to be the remains of a large block of glacial drift and bedrock that slumped down into the valley during or shortly after glacial retreat. The downcutting by the Cedar River oversteepened the slopes of glacial drift and bedrock which resulted in the slumped block. GROUND WATER Ground water was not observed in the explorations conducted on this site by Dames & Moore (Reference No. 2). However, ground water was observed at 95 feet (approximately Elevation 150 feet) in our borings. Based on the water level observed, it is probable that some ground water feeds the Cedar River Marsh to the northeast. No spring activity was observed on the steep valley wall slopes during our reconnaissance. Since the reconnaissance was accomplished during a very dry period, spring locations may not have been apparent. Ground water may occur locally perched on till or silt layers within the glacial drift during periods of rainfall. 5 • • • .�..�- ....o ..........b ..� GeoN0 Engineers • CONCLUSIONS GENERAL • Our evaluation of the four geotechnical concerns identified in our scope of services is based on the currently proposed development and the current site conditions. In our opinion, the proposed development will not impose an adverse geotechnical impact to the subject or adjacent properties to the north and east provided these concerns and the solutions to •them are properly considered. Thus , we do not foresee the stability of the Cedar River valley wall being reduced by the proposed development; we expect the Cedar River Marsh can be preserved; and conventional methods for foundation support of proposed buildings and other structures will be adequate. Former underground coal mines nearest to the site should have no influence on the project. These conclusions are explained in greater detail below. CEDAR RIVER VALLEY WALL STABILITY We performed slope stability analyses along a profile of the steep valley wall northeast of the property. This profile is shown on the Site Plan (Figure 2) and Geotechnical Profile (Fig ure 3) , and was selected to extend approximately through the steepest portion of the slope and through a boring which was drilled by others near the crest of the slope during a previous investigation. The purpose of the slope stability analyses is to assess the risk of instability of the valley wall below the proposed develop- ment and to evaluate setbacks from the crest of the slope for the proposed structures and fill embankments. Details of the analyses are presented in the Appendix. The analyses were based on simplified topography and soil and ground water information. The results of our analyses indicate that the uppermost portion of the slope at the location of our section has a low factor of safety against sliding. Potential slides, should they occur, could extend for a horizontal distance of 25 feet southward (inland) from the crest of the steepest portion of the slope. We therefore recommend a minimum setback of 40 feet from the crest of the steepest portion of the slope for all building development and placement of fill greater than 2 feet thick. The setback can be maintained at 25 feet at other locations where the native slope is less steep. 6 ' ' :' GeoN�' Engineers Under a horizontal ground acceleration of 0. I5g, where • o safetyg is acceleration . due to gravity, 'the factor • extent of a against sliding decreases; but the - setbacks are based from the crest of at the minimum setback the steep slope should stillof 40 feet be sufficient:on our observations, ° The recommended _ n an expected 50 to the development Fear project life, and on uncertainties related irrigation and maintenance. Pment such as future landscaping, • _ It is noteworthy •that • we observed 'evidence . during our reconnaissance only °f unstable slope - in the conditions by our Geotechnical p immediate area of Profile the slope traversed nearly—vertical (Figure 3). The observed evidence y-vertical segment includes a several feet in hei - ' created by shallow ght, which could sloughing' or by weakeninghave ging seepage. Other than this li of the soils due meted area, the to emerging less steenative slope below the crest is P and more stable in appearance. • CEDAR RIVER MARSH We understand that a stormwater collection - be installed; n and disposal facility features of this system include will the storm sewer directing all roof system along with runoff drains into the site surface willfrom paved areas.be landscaped. The balance of any change to the P This design is intended to quantity of water feeding minimizen the location and topography g the Cedar River Marsh.P graphy of the P.U.D. Based on is our opinion that onlysite with respect to the a small proportion marsh, it water to replenish the of available avenues for marsh will be affecte surface system which drains to the d- Recharge to theground marsh should also water -• by the .develo lent continue without P if. stormwater is handled as changes caused that the area of Planned. It is our o potential recharge reduced Pinion roads will be insignificant relative- toby the building structures and geotechnical the entire recharge area and evaluation is not necessary, further FOUNDATION SUPPORT AND EARTHWORK Based on our observations, our experience, and our o our review of the site conditions, it is pinion that conventional shallow are appropriate for the proposed structures, foundation systems sy • retaining walls, and rockeries. • Depending on the allowable bearingvalue appropriate for specific structures, foundation units can be constructed on undisturbed native soils or compacted structural fill placed over native soils. Allowable bearing values for foundation design and estimates of settle- ments based on the size and depth of embedment for footings can be derived once specific loading criteria are established. Additional shallow explora- tions may be necessary depending on the location and configuration of the structures. Conventional grading techniques are appropriate for the proposed development. It will be possible to use much of the near-surface soils for placement and compaction as structural fill. Some of the soils are expected to be silty and, therefore, moisture sensitive. We recommend that grading occur during dry weather conditions. Cut and fill slopes can be shaped in accordance with Unified Building Code Specifications. If there is a need for steeper slopes than the code states, specific explorations and analysis will be necessary. Rockery construction in accordance with King County standards is appropriate. • In our opinion, conventional erosion control techniques will be satis- factory during and after construction. It is important to avoid any concen- tration' of surface water flow on the steep slope portion of the site. All surface water in that area should be collected and disposed of through a closed system. Erosion protection of the in-place or regraded soils should be provided 'by the application, where appropriate, of rockery walls, gravel blar-':ct3, any /cr landscaping with shrubs such as i `.�_�,_ _ t _ _ p g ivy or juniper, or hydro- e:�� a:, ap r::r:iate grass cover. MINING ACTIVITIES . We contacted the King County Department of Building and Land Development (B.A.L.D. ) and the Washington State Department of Natural Resources (D.N.R. ) for the locations of former mining activities near the site to evaluate any potential impact on the proposed development. King County B.A.L.D. informed us they have no record of mining near the project site. The D.N.R. presented us with information of the nearest mining efforts, located more than 1/4 mile west and southwest of the property. A letter from the Department of Natural • Resources is presented in Appendix B. Based on this information, the mining 8 • • , .,, ucu��tnneers t; ", activities did not occur close enough to the property and s to warrant additional consideration. . There were, of course, gravel m urrounding mining area operations on the site; but these were using surface mining techniques rather than construction of underground works. • 1 USE OF THIS REPORT We have prepared this report for Mr. Al P Iarchitects and engineers for arker and his associates, their use in planning a portion of this The data and report are appro riate to Project. P address the environmental concerns identified in the scope of services, but our report, conclusions pretations should not be const and inter— rued as a warranty of the subsurface conditions. The design details are not completed at the time of report. As your design Preparation of this progresses, additional geotechnical consultation will be necessary and is re co I mmended to provide specific criteria for design of site improvements. If conditions are encountered during desi n wh different from those which g ich are are the basis of this report, we should be I consulted to review or modify our recommendations. finalized, we recommend that' the final designWhen the design has been by. our firm to see that our recommendations andhavee be ications be reviewed I implemented as intended. en interpreted and Within the limitations of scope, schedule and budget, . our services fha ,-,.. executed in accordance with generally""= e s area at the time the report g rally accepted practices in this I P was prepared. No other conditions, express or implied, should be understood. — o 0 o — 9 .=Geo0 Engineers (. 1 We appreciate the opportunity to serve you on this project. • If there are any questions concerning this report., please call. • Respectfully submitted, GeoEngineers, Inc. • (...e,) L.g6;;Lim,„ IWilliam R. Clevgnger Project Geologist O . T6 h. G&1 , si c C Jon W. Koloski Principal WRC:JWK:da • • I . 10 - �4%i.ub t11CCl J 1. I . REFERENCES 1 1. Crandall, D.R. • Mullineaux, D.R.; I Sequence in the SoutheasternWaldron, H.H. ; 1958 PartPleistocene American Journal of the Puget Low rnal of Science Lowland, Washington; Washington Division ' v. 256, No. 6, page 384-397.g of Mines and G reprinted as 2. Dames & Moore, 1968, Geology Reprint 2, Report14 pages. Development of Site Evaluation, Proposed Property Renton, Washington for Royal 3. City of Renton, Hills Development. Aerial Survey of 1962, Kroll Map No. 371, compiled by Aerial Mapping Co. 4• John R. Ewing and Associates, March 13, 1985; Parker Sheet, Sheet Index. P.U.D. , Cover 5. Timothy J. Walsh, June 12, Resources, Letter. 1985; Washington State Department of Natural •6. Robert Wells and Associates, March 13, a 1985; Proposed in Renton, P Planned Unit Development of 344 Units and Partners, D Washington, for Mr. C. rawings. A. Parker 11 ..a,' .A 1,.. FIGURE I v4ASN1►JGlT01.\ 1 . . [ . 1 , • N i , \ NO SCAL= . I i 1! \ �' . ki v NI L1.5 ,�/ 5 L-JD• I BUG • O� \-;74 • Z . - \.\-,, . J D L m 7 C m Z.— . tvc1 43D ......r. m • GeoEngineers Inc. i VICINITY MAP fl 1 _ FIGURE 2 1 - Qso \ i 'I / 1r-c P CEDAR Rl`ER-- T ...,......_'.:_C.•__P-.:.S _....::\,_N:.-'•:;,4 • I - \( _ CEDAR RIVER ` f, (Tr'q ' 7 /- MARSH IN I[o \ ( GIs /'_`-_\s---,„-- T { l 1 PROPOSED \ z s \ :, ) ( - - Qao._ TP--1{ 5 -P-1 \ \ 1 -PARKING• -11 locoo Qd :iq I / / i' �N 1 \ �J ' AREAS ter,, \.- - \ N ,42 , .',..--__-__-_____z_______:.:,-...--- Ir -rp. • ./..._„----'- --•----- --,-..—Z--.-Thig.\\ 00 N\N %,\., 7 �/15 \• .... Qd ��Zan\ta -2` G-6 1 L�iir/ ��Pa N -Ie-TN*.'----"'e"'- s---''''...."'' 'S \ m Gr., cfw ` y-s ■y-z3 q9 air: •� y-2' 1 ; 1.9 TEST TCAILG LOCATION AND `\ II, NUMD(A DONE OT G(1SCNGIMEEAS, \ INC, Qd \ \ 4_zz 5-17 •I •TEST DOTING LOCATION RIND NUnDER 1 \ II AT OAnfS E MOORE L \ 61..Z1"1 5-III TEST FIT LOCATION AND NUMBER \ DONE E/DAMES C MOORE C/o ALLUVIAL TERRACE GRAVEL \ ` ' E EE:: °t TVASn \ QBC1\ HILLS @a_ �r>s_ / < e • q fp nrmtru nD'nI PLAID Au uv l un yF. \ ��qRO j 710 000 eL I • SCALE IN FEET REFERENCES: 1) "C171 OF REY101. - AERIAL SUAVCT Or 1967", CROLL nAl.1.0, 171, N01[: Tn[ GEOLOGIC CONTACTS SnONN 0:. (DnPILED B1 A(R I>l n.PP111G CG- Tn( S11[ PLAN ARC 0A110 On 7) "PRAT[. A.U.D. - C'I'tIR Shall. $PCCI I110CA", PREPARED or INICAPOLAIIn1I 0EIA(En NIDCLT R1 Jr...1 A. CNIIIG AI1,11SOC1=TL S. CA ILO 1.11-IS. SPACED EAPL010I TOMS ANO SPOILt 1) DOMES C MOORL, IYLC, "PI PCRI 'lA Sill LVAL UAT IDII, PROPOSED DE CONSIDERED 10 BE APF000ip0lI. PRUP(a11 Gc VLIC:-E:.1, CE 1.111'., 41Snl•1G 701.", PLATE I. .' • I GooEnginoors Inc, 1 SITE PLAN • PIGuRE 3 A Iloo (.4 A' 1, z o aoo m F 300 I CEDAR RIVER '� qg i MARSH CEDAR RIVER • ILL . I 300 F U. I Li.w O 200 Qd z 1- •- z J V r OI9 200 I I i boo W J Br Ill Qso • qlp • I a •_� �1 KEY: • 0 Glp- MODERN FLOOD PLAIN ALLUVIUM: CLEAN SAND AND GRAVEL WITH COIIIILCS OVERLAIN BY SANDY SILT. q00- SWAMP DEPOSITS: ORGANIC RICH SILT AND PEAT. NOTES: _ A GIB- SLOPENASH AND LANDSLIDE DEBRIS: UNDIFFERENTIATED OILS AND SAND I) HORIZONTAL SCALE: I. Z00' MIXTURE OF GLACIAL DRIFT AND ALLUVIAL DEPOSITS AND CHUNKS, BLOCKS VERTICAL SCALE: I. OF BEDROCK AND LENSES OF GRAVEL, HIGHLY VARIABLE DENSITY ANO 100' • DRAINAGE, Z) THE SUBSURFACE CONDITIONS SHOWN ON THE PROFILE G g-ALLUVIAL TERRACE GRAVEL: CLEAN SANDY GRAVEL AND GRAVELLY SAND, MODERATELY LOOSE TO MODERATELY DENSE, GOOD DRAINAGE, EXCELLENT ARE BASED ON INTERPOLATION BETWEEN WIDELY SPACED ExaIORAilONS AND SHOULD BE CONSIDERED TO BE APPROx I HATE. SOURCE OF FILL GOOD FOUNDATION SUPPORT. Gd- GLACIAL DRIFT: PRIMARILY SAND, SILTY SAND AND SANDY GRAVEL OUT WITH SILT LAYERS, FAIR DRAINAGE, EXCELLENT FOUNDATION SUPPORT, • SUITABLE FOR FILL IN WELL-DRAINED AREAS. _ Br - BEDROCK: SOFT TO MEDIUM HARD SANDSTONE, SILTSTOIIE AND CONGLOMERATE, GooEnginoors Inc, GEOTECHNICAL PROFILE • • Geo 0 Engineers A 'PpENDIX A GEOLOGIC DATA C0MPILATION AND ANALYSIS METHODS LIFIELD EXPLORATIONS The soil and ground water conditions near the northeasterly steep slope • were explored by drilling one boring at the location shown in Figure 2. •L This boring was drilled to supplement data obtained by others during previous investigation in order to refine our slope stability analysis. The .� boring was drilled to a depth of 107 feet below the ground surface using a truck-mounted, continuous-flight, hollow-stem auger drill. Representative samples were obtained at approximately 10 feet intervals using a hea split-barrel sam ler. The sam vy-duty, p pier was driven into the soil a distance of 18 inches using a 250-pound hammer free-falling 30 inches. Soils were classified in general accordance with the Unified Soil Classification system described q in Figure A-1. The boring was continuously logged by a geotechnical engineer from our firm who obtained the samples and observed subsurface and ground water conditions. A log of the boringis presented ented in Figures A-2 through A-4. The exploration log is based on our interpretation of the field and laboratory 11 data and indicate the various types of soils encountered. It also tes the depths at which the soils or their characteristics changed, although the _� change may actually be gradual. If a change occurred between samples in the boring, it was interpreted. -7 Our representative selected the boring location and surveyed its position in the field by pacing from existing landmarks shown •on a plan --� provided to us by Robert Wells &' Associates (see References). The boring location should be considered accurate only to the degree implied by the method used. Observation wells were installed to 13-1/2 feet and 107 feet to allow measurement of subsurface water levels following drilling. The results of the water level readings are included on the boring log. • -11 A - 1 7 i •--•• ... ..... . _—._...... . .. .. .p�� ,.•..•t1w._ )r:. .r. it..' ..�. � '•"=+a;,i ors.: .y"•:t..: .... .. `t: \�•r% fir:.• ,.,G+' _ • • "Geo 0-Engineers • r LABORATORY TESTING The samples 'obtained from the boring were brought to our laboratory for further examination and testing, Selected samples were tested to determine • their moisture content and dry density. The results of the moisture and density tests are presented to the left of the corresponding sample notations on the boring log. RECONNAISSANCE Field reconnaissance was Conducted three times during June through August 1985. Mr. Jerry Lind of the City of Renton accompanied our geologist on June 13, to examine the Cedar River Marsh area. The PUD site and upper slope areas were examined on July 3, 1985 by our geologists. On August 18, our geologist and field engineer planned and located the boring site. SLOPE STABILITY ANALYSES We evaluated the potential for deep-seated sliding of the hillside with the aid of a computer program (STABL), which allows empirical analyses of shear surfaces of general shapes, The program is based on Carter's Method. Critical failure surfaces are generated using pseudo-random techniques. The input parameters include slope topography, piezometric levels, soil strengths, earthquake acceleration coefficients, and building or other surcharge loads at the top of the slope. Topography and soil conditions assumed in our analyses are as shown in the Profile, Figure 3. Strengths of the various soil layers modeled in our analyses are based on our experience with similar soils in the Puget Sound area and laboratory testing. The building load at the top of the slope was approximated by assuming a 50-foot-wide area having a uniform loading of 300 pounds per square foot. We assumed structural fills constructed near the crest of the slope to be 5 feet high. A - 2 ✓1.1 V LIV . MrIr: • BLOWS REQUIRED TO DRIVE SAMPLER ONE FOOT OR f • INDICATED PENETRATIO MOISTURE N USING POUND HAMMER FALLING INCHES I CONTEN'T� "P" INDICATES SAMPLER PUSHED WITH WEIGHT OF HAMMER 28 11 . 2% 111 i INDICATES LOCATION OF UNDISTURBED SAMPLE DRY DENSITY ® .INDICATES LOCATION OF- DISTURBED SAMPLE IN PCF, 0 INDICATES LOCATION OF •SAMPLING ATTEMPT WITH NO RECOVERY • OTHER TYPES GRAPHIC LOG OF SAMPLES SM • LETTER .SYMBOL SOIL TYPE INDICATES LOCATION OF THIN WALL, DISTINCT CONTACT PITCHER, OR OTHER TYPES OF SAMPLES (SEE TEXT) BETWEEN SOIL STRATA / GRADUAL CHANGE BETWEEN SOIL STRATA BOTTOM OF BORING UNIFIED SOIL CLASSIFICATION' SYSTEM MAJOR DIVISIONS LETTER SYMBOL DESCRIPTIONS GRAVEL COARSE GRAVELLY AND CLEAN GRAVELS GW I •SELL-GRADES CRAWLS. b LS. GRAVEL- wIxrIAES. LITTLE OR FINES GRAINED ' 'l:-:E cR ro FI,,Esi SOILS GP POoLY_GRA.;EO GRAVELS. CRAWL- SOILS SA`D HIxTLRES, L:TTLE OR/G FIrES 7 c THAN,RsE F AC- GRAVELS D<r E FaK_ WITH FINES GM s:Ln c Av l5, GRAvEL_sw;sit: •to watt.. w tXTLP S a ti0.4 SIEVE (APPRECIABLE AIN)IrNT CC FIrESI GC CLAYET GRAVCLO, GRAVEL-SARD•SILT • H IITURES SAND AND CLEAN SANDS SW .ELL. v+ADEo SANDS. CJiAVELLY XdS, SANDY SOILS LITTLE w ro FINES NOW 'MN 50% guru DR ro FINES) CF `(ATERIAL IS SP PC(y7LY-G ADED 5AQ$, CAAVELLT Svcs,.LAMER.THAN ro• rppE THAN SOX LITTLE 77 ro FINES 200 SIEVE SIZECF COARSE FqA(_ SANDS SM TIa PA r�L `O.4 SIEVE WITH FINES snn sAos. Svc-stLT wtxnrEs (APPRECIABLE ANOINT OF Fl E5) SC CLAYEY SAr;s. SAO{LAY •• I:fT'JtEs FINE SILTS ML IrORGwiC SILTS. Aro VERY Fi1E SAGS, ROCK FLDIA. 511TY CLATEY FINE GRAINED AND LIQUID LIMIT PLASTICITY SOILSSILTS riTH SLICM SOILS CLAYS LESS • THAN 50 • CL Irax.+NNic can Is LOr TO IEDtINN PLASTICITY. GRAVELLY CLAYS. SAOF • CLAYS. SILTY CLAYS. LEAN CLAYS OL ORfwfo SILTS Aro ORGANIC SILTY CLAYS OF ICY PLASTICITY SILTS MH Il C.w OI iC SILTS. UICACED(S OR ATC- [F TERlA�f$ LIQUID LIMIT 'dab FINE SA C DR SILTY SOILS ICRE THAN�R.owlNo. AND GREATER 2C0 SIEVE SIZE THAN 50 CLAYS IIaRGVNIC CLAYS CF HIGH PLASTICITY CLAYSFAT • OH CRGvNIC CLAYS iT lEOILM 71:1 HIGH PLASTICITY. ORGANIC SILTS • HIGHLY ORGANIC SOILS I PT PEAT. M,E6, TE soils PITH NIGH ORGANIC comWTNrs KITKITE DUAL SYNEfOIS IMICATE BOROERIIlC SOIL CL*SSIFICATICFN GeoEngineers Inc. .. UNIFIED SOIL CLASSIFICATION SYSTEM AND KEY TO SAMPLE DATA .r ,s (_ BORING NO. 1 • 1 .*GRAPHIC 0 *PEST DATA LOG • DESCRIPTION GP GRAYISH-BROWN SANDY GRAVEL WITH COBBLES AND 14 BOULDERS (MEDIUM DENSE TO DENSE, MOIST) 5-- g-; SM GRAY SILTY FINE TO MEDIUM SAND WITH A TRACE 10- OF GRAVEL (VERY DENSE, MOIST) (TILL) r-. 60 10 . 7% 118 II 15 - • 20 - • 57 9 . 5% 126 M 25 - SP GRAY FINE SAND WITH SILT (DENSE, MOIST) SM 30 - I 43 8 . 6% 104 35 - 40 - I i *SEE KEY FOR EXPLANATION OF SY?4Rn1.S `I GeoEngineers Inc. I LOG OF EXPLORATION •.A4 A A • BORING NO. 1 (CONTINUED) • *GRAPHIC *TEST DATA LOG DESCRIPTION 40 - • 53 6 . 3% 104 • 45 - • • ; SP GRAY FINE SAND (VERY DENSE, MOIST) 50 - 70 4 . 0% 96 • 55 • 60 - GP GRAY SANDY GRAVEL W : 7H COBBLES AND BOULDERS (VERY DENSE, MOIST) 61 2 . 6% 126 NI 70 - . 52 1 . 8% 138 II 75 - GRAY. SAND WITH GRAVEL (VERY DENSE, MOIST) 80 - *SEE KEY FOR EXPLANATION OF SY14BO1.S GeoEngineers Inc. LOG OF EXPLORATION . . . . . . , • • 4 • BORING NO. 1 (CONTINUED) • • • • • • *GRAPHIC • *TEST DATA LOG • DESCRIPTION 80 • • ^ 64 4. 9% 120 8 5 //'' GP BROWNISH-GRAY TO REDDISH-BROWN GRAVEL WITH SAND AND SOME COBBLES AND BOULDERS (VERY DENSE, MOIST TO WET) 12 90 - • C. 53 6 . 3% 129 N 95 - 100 - 40 37 • 596 83 ML DARK GRAY SILTSTONE (HARD TO VERY HARD, WET) 105 - 50 6" • • BORING COMPLETED AT 107 FEET ON 8/ 19/85 • PIEZOMETER INSTALLED TO 13i FEET ON 107 FEET 110 - WATER LEVEL AT 98 FEET ON 8/ 19/85 AND 1 95 FEET ON 8/23/85 • • *SEE KEY FOR EXPLANATION OF SYIITIOLS GeoEngineers Inc. LOG OF EXPLORATION