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HomeMy WebLinkAboutReport 01EB I ·, 1 !!!: ~I w, t ,;.. ;;:, <' A PORTION OF THE NW l OF THE SW l OF SECTION 11, TOWNSHIP 23 NORTH, RANGES EAST, W .M . 702NIL[AVENU[N[-ICI NGCOU NTYTAJI.PAR[F.l~l l 2](JS.9002 '~~~~-~"-----~~--"--?-~:~T~~~-~~)~~~1--,;~-:_-:,~';_~-:_:,";_::_;-:_,:I~--=c-_~_=~--~-~"-=~~-~=~-l:~=.,_~ c. ........ , \ ~:~ ~:: i~':.:t~;~~:::::: :y , • • • •• I [I] ~=?:'~~~~~ 1:::ci:~;~N~[OMPKT AND AMEND SOil SIN THf SHADED ARfAS SHOWN IN nm DETAIL Pm , ME[HANICAUY DECOMPACT SOil TO A MINIMUM [){PTH Of 12 INCHES , APPLY 4 INCHES OF ORGANIC COMPOST COMPRISING CEDM GROVE COMPOSTING "IIUILDlRS llfND" jWWW.CEDolR-GROVE.COM; 1-ln·~)Ofl APPRO\lt:D[QUAL TOTH[ GRADED A!l[A • UNITORMt Y Tiu IN COMPOST Tb AEH1i:vl A UNIFORM Ml)(TUAE OF EXISTING SOIL ANO COMPOST \\IITHIN TH[ UPPEA81NCH£SOfTHEOECOMPACTEOSOU , AAKE /GAAO{FINALSURTA[{ TOPROVIOEAUNlrOAMAPPEARANCE • APPLY 6" MULCH TO At\ OECOMPACTEOANO/OR AMfND(OSOIL. SH MUlCH SPECIFICATIONS DETAIL 2-X \. RH ER TO SITE HSCPLAN (IXSIGN 8> OTHERS) ADJUST. AMEND. AND/OR ADO TO THE HSC MEASURES TO ACCOMMOOAT[ SIi£ AND WEATHfR CONO!TIONS AND/OR AS OTH ERWISf DIRECTED BY OWNER ANO/OR THE CITY OFllfNTON - ED ~,~!L ,~ECOMPACTION AND AMENDMENT PLAN l CONSTRUCTION !>tlALL 6f IN ACCORDANCE WITH l\l.L CITYOF R(NTON coon. ORDINANCES. ANORFGULATIONS - 2 BEFORE THESTAATOI AN Y CONSTRUCTION.A PRE-CONSTRUCTION MEHi NG MUST BE HELO BETWEENCrfY OF R(NTON. THE OWNER ANO THEPLAN[){SIGNER --- l A COPY OF THESE APPRO\lf:0 DRAWINGS MUST BE ON THE JOB SITE WHENEVER (0NSHI\JCTION IS IN PROGRt:SS • Know what's below. Callbefonlyoudlg. f UNDERGROUND UTlltTV LOCATIONS SHOWN ARI APPRO!IIMATE. SITEPLANIIEHltENCES·" ~~"'="~"~··~"~·~·"~'"=""~'~''-------IIECOMMfNDED CONSTRUCTION SlQU(NO PLANTQU.r.NltTVCALCUL.r.TIONS!FORP'EIIMITT1NGPURP05ES): • SITE CO N01TIO NS MAY VAAY 11"5f:DON SfASON AND/OR TIME OF YEAR T!iE CONSTRUCTION CONTRACTOR Stll\l.L ACCOMMODATE REALIZED ANO ANTICIPATED '>lTE CONOITIOOS \',lit[N COMPLETING THE WORIC Sl-lOWNON l !i[S( ORA\\IINGS VTHIIYlOCATIONSANO(HARACTERISilCSS-HOWN DNTH ISDRA\\IING lfANY .AAtBASEOONlHtflELD lOCATIONOF THEAPPAAEN T SIJRfACEEVIO{NCE Of ! srn SURVEY ANO PREUMINAIIY Pl.Al PLANS WERE PR0VID(0 BV (D so n SIJRT ACE PATH I OE SIGN BY OTHERS! SITE OEVELOPM{NT ASS00ATES(17H W. MARINE VIEW OR!VE W\40 · EVEAfTI. WA.SHINGTON9a2011 TO PREPAAE THtSf @ PAOVl[J( GM' IN CRITICAL Allt:A FENCE FOR PATH DRAWINGS SIH SURVEYllNOPRUIM!NAAYPL.ATPLANSWERE MODIFIED FOR VISUAL ENHANCEMENT @ CLEARING llMITS PER TESC PlM ((](SIGN BY OTHERS) 1 VERTIC AlOATUM• NAVOMIPEROH OFRENTON\lt:IITICAL l ;~~~~ BEARINGS NADSJ.9l @ OECOMPACT ANDAMENDSOllS PERSPfClflCAIIONS IN Oflilil • ~ ~N:l:~!l(~l:;c;/:l~~El :~ ~~~:.:T BUfHA I IMITS (BO lF @ ~~T!~\NATIVE Pl AN TS THROUGHOUT ON-mE 8UHER. stt CRITICAL AREA MITIGATION SITE PLAN WlSTtllNSEIIVlalERRY /AMElAf'ICHIEIIAINlfOIIA)·TYP ~.;.:,-J·''7 ,:,.f 1 REQUEST ANO ATTENO~[.(ONSTRUClJON MUTING WITH OWNER DECOMPACTANOAMENDSOllS(SEEO(TAILlf INSTALLNAHVEP1.ANTS(S(£0(TA1l11 INSTALLMULCHISUO(TAIL2·l) INSTALlCRITICALARfAHNCEANOSIGNAGE (DflAIL 2-IANO O{TAIL22) 6 MAINTAIN ANO MONITOR MITIGATION FORS YEARS (SH S-HEET 2) IIEOHOWERCUIIRANT f (Jr18lS5ANGU.WflJM)·TY' ~~;;;.,,~~~:,muM)·TYP PLANTEOAAfA •U ,206 SJ SOIL O((OMPACTION/AM[NDMfNT AREA= 4.177 SF REQ"DPEIISTDSl'AONG • s~~;\~~~ANCFMENT I ~:; ~~~~8~,(~I jPSWDOTSUGA MENllfSfl) • TYP ~ S THE CONSTRUCTION CONTRACTOR S!iALL BE llt:SPONSIBU FOR PROVIOINGADEQ\JATESAFEGUAAOS.SAfET•OEVICES PROIECT1VEEQUIPMENT.HAGGERS.ANOAm0THERN[[Dt0 ACTIONSTOPROTECT TttELIH .li{ALrn ANOWETYOIT!iE PUBLICANOTOPROTE(TPRO!'ERTYINCONNECTIONWITHTHI PERfORMANCT OF THE W0R1( Sl;OWN ON THESE OflAWINGS ANY WORICWIT!ilN THE TRAVELEORIG!iT·OF ·WAYTHATMA• INHRRUP'T NORMAl TRAFFIC HOW SHALL REQ UI RE TRAff,C CONTROLINACCORDAN((WITHAN•ANDALLCtTVOf llENTON EXISTING STRUCTURES TUE UNDER GROUND ROUTING ANO CONDITION Of BURIED tJTJLlnES !iA.S NOT BEEN VE R!f1£D OR CONFIRMED ADDITIONAL UflLIT>lOCATIONANOMAPPI NGMAYBf REQUIRED. flELDLOCAH .VERIF >DtPTHOF.AND AOfO\JAl {l, PROT{(T All Ul lllllfS PJl!OflTOTHf STAATOfWORIC SIZE/FOIIM QT V ACfRMACROPHrUUM 2 G AL\ON CONT AINEAlltO SO AS SUOWN P5EUDOT5UGA MUl/l/£511 2 GALLON COOTAINERIZlD 78 AS-SHOWN THUJAPUCATA 2 GAlLONCONTAIN[RllED 19 9 ® ~~ ~~~ASMf~:;u ©--WtSTERNR[O([OAA 8 @ -~~:T~:~~RVICTBEAA Y e ~ ~~~::;.:HORN 0) ~ -=~~~/~~RS~AAANT e ~ COMMONSNOWB(RRY AMf1,4/'K.HlfRA{Nlf0(1A CAA 1MGU5 DOUGtAS!I H010DISCUSDISC0IOR l!!BfSS.4NGU!NEUM ROSAGYMNOCARPA SYMPH0RICARP05A1BUS TOTAl TIIEES•UJ 2GALLONCONTAINEAIZEO 10 2GAlLONCONTAIN£AIZEO 49 2GALLONCONTAINERIZED lO 2GALLONCONTNNfRIZEO SO 2GALlONCONTNNERIZED SO 1GAtLON(Or,'TNN£RIZED 57 2GAUONCONl NNfAIZl'O 88 TOlAl SH11.UIIS~3S4 AS-SHOWN AS·SHOWN AS-SHOWl'i AS -SHOWN AS.SHOWN AS ·S!iOWN AS.SHOWN PLANTS SHl\l.L BE DERIVED FROM STOC~ ACCLIMAHO TO Wt:STERN WA\HINGTON ENVIRONMENTAL CONDITIONS. !iAVING BEEN CONSISHNTl r rut TIVAHD ANO GROWN UNDfA SIMl(AA CONDITIONS ACCEPTABLE PLANT SUPPLllRS INCL UOf: STORM LAKE GAOWEll!i (WWW.51.GIIOWEIIS.COM), SOUNO N.r.TIV,: PLANTS (WWW.SOIJNDNATIVl:PLANTS.COMI, 011 APPROVED lQUAl PLANTS StlAlL BE NATIVE TO TH[ PACIFIC NORTHWEST PRH[RIIBLYTHE PUGEi SOUND REGION or WAS!ilNGTON STAH P\ANTS SHALLI\.E PAOPAGATEOfROM NATIVE STOCK; NO CUL TIVARS OR l;ORTICULTURAt VARIETIES AAf l\l.LOWEO SALVAGEO PLANH ARE NOT ACCEPTA6LE PLANTS Sl-lALL Bf NORMAL \N PATTERN OF GROWTH. !iEALTHY WELL-BRANCHto ANO HAVE l\ll LEADERS ANDBUOS INl foCT TM£S \HAil NOT HAVE SUNSCALOS. DISFIGURING ICN OTS. fRESH CUTS OF LIMBS DAMAGED LEAOf:RS ANO /OR DEFORMfOTRUNKS CONTAINERIZED PLANT STO(I( SUALL BE GROWN IN A CONTAINER LONG ENOUGH TO [1(\/t:LOP A ROOT SYSTEM THIil REACHES T!iE fOGfSOF l PROTECT ANO ACCOMMODATE E~ISTING NATl\lt: Vf.GETATJON WITHIN WORIC AREAS TfMf'ORARI IRRIGATION SHALL 6E PROVl(')[O FOR TWO il,l GROWING SU.SONS FOLLOWING !HE CONTAINER IN WHICH 1T HAS GROWN TREES ANO SHRUBS Sl-lAll BE WEU ROOTED ANO SHALL HAVE SUFFICl£NT ROOT '-'ASS TO HOI D f ; PRIOR TO PLANT INSTALLATION . O((OMPACT AND AMENDSOllS PER DE TAil] PLANT INSTAUATION IRRIGATION SHALL BE PROVIDED Br AN ASOVEGR0UNDAUTOMAT1( TOGETHER Tl-IE ~IL IN WHICH PLANT ISGIIOWING. WHEN RfMOVEDFROMTHEPOT ] PLANT MATERIAl Q\JALITY ANO LOCATIONS SHALl BE INSP£CTE08Y PLAN DESIG NER PRIOA TO INSTALLATION SPRINICLER OR AUTOMATIC OAIP IARI GAllON MO S!iALL PROVIDE AMINIM U"' RNNFAl.l 4_ PlANT LOCATIONS SHOWN ARE APPROXIMATE. ADJUS T Pl.ANT LOCATIONS TO ACCOMMOOATf SITE EQ\JIVALENT OF 1 INOi PE~ WEEK FROM JUN( 15THROUGHSEPTEMBER 15. IR RIGATION SHALLIIE (0NOITl0NS ANO/OR PER PLAN O(SIGNER AT THf TIME OF INSTALLATION APPLIEOIN A MANNER THAT MAINTAINS PLAN T UEALT!i. PREVENT5 Wll l lNG AND PROMOTES S SH SliHl 2 f O!IPLANTINSTAlLATION DETAILS ANO Sl'fClflCATIONS DHP PLANT ROOT SYSTEMS PLANTING PLAN 6. fOLLOW!NG PlANT INSTAUATION. PLACT MULCH AT TH E BASC Of PLANTS PEA DETAIL].] I Ii C 0 '-' .,, ; ~ 'ii 3 • ~ i "' . r . • l ; z ~ J: zl;: Oo i= z ~z !:20 ~!ii ~ ~w I ~3 w.._ ~1 ~ a::o n ~ I- ct :3 !::! a. I-' ii: I ~1 11 u ii i i ~ ; ~ ~ ' 1 1 ' j : I ?;;ENi~s~s:X:~ 6 101 OESIGNBY £S DRAWNB• EAAC CHfC~ ev £S Planting Plan, Plant Schedule, & Notes 1 m 2 11 r I I I I EXISTING LANDSCAPING TO REMAIN PROPERTY LINE NW 1/4, SW 1/4 OF SEC. 11, TW P. 23N., RGE. 05 E., W.M . PROPOSED SJ DEWALk PROPOSE D PLANlfR STR!P 10' STRE ET FRONTAGE LANDSCAPE PROPOSED STRHl TREES/ SH DETAIL BELOW/ PLAN T SC H EDULE SHEET LA -;> ':?·-. -1·:i, / ..... -.. , .. ; ,, ,., PROPOSED LOT U NE S ""-:' .. i ~ C -· /., / .... ,.... f NE:_ITl:f P,L._ J . ' ._ . -' . ,, ( . / f " ---, -----,(. H -s.:._ -.1,;. .:_: L ' , ~ . , :! ( l' .' ' : .. ' --• ~--•= ----------,-·--.. ....-.. -~----------· -.• l~ I .r"?CC • ~-~;,;" -, • , M >-lj",jlj ·,, ,·,,~m;. .ls'.,;1/ ' "" : ·".if~"'""' ··r;,·-.,.-,. "' . . . , I •:( 9f.'>•.;• -~• i,;! ""\~-•-,.,~~'""""·'-~,,~•~•,'.,I •Jll ~,'. -~E•b) i,;J l!il rM·· -,~_,. --"'",,. "·'", • ,,. , . ,_ .. ,. ... ·u. ,,_ -ra ~-· • -·--.,_, • -·~--• I"' ..-'"' ~ ! ,.:.... --· ~ I ~ -~ & )Ji ~ : ~·,\,~ •J-10'STRH1 FRQNTAGEL AN D5C APE ,loi 'f!f;. r-1~· .. J __ ;•<~.. , ~ ·i -t : i:'ff:i . t !,,1 ' :,r:J ' I 1'1 l ! : j: ;~~~t,s:~~:~~~l~E1~4""sJ (~ti TRHSR EQU'm.E 0 I t) ,,:_;.,;f TRH DE NSJT V REQUIRED 3 RET AINED TREE 1(C AL 26") (4 ) TREES REQUIRE 0 ''-:. TREE 0E NS1lY REQUIRED 3 TREE S PROPOSED 3 TREE DEN SITV REQUIRED ~ TREES PRO POSED 3 TREE DE NSITY REQUIRED 3 TREE S PROPOSED 3 .. -.... -..c -..... -~-·--=t-,.-"°1---..·--~ TREE DENSllY REQU1Rf.D 4 TREE S PROPOSED 4 !··q~,, !1 :Lrtl :p I flt! }~ ~- 10· STREET FRONTAGE LANDSCAPf. r, • i it · t fl . ,I /fp-:.~;i/f:.-F.;_;~~)-6 . --~ ~: ..• ._..,,::,t.»~~ i / PROPER ,,~"·~ ,:'');° e· TRACt A TRACT B :i::• j•-0~ . ·'~ --'-~..I ~'~ ~&, ~~ ~~~-· ,._~ . '. -~~ _:~'¥:1 ~", ,~,~ ~~~~~f.gE~~g~~;~\~~~~~!~~~F THIS PROPOSED STREET TREES/ S EE Dfl All BELOW/ PLANT SC HE D ULE SH EET LA -2 SU BMHTAL lXISTI NG TREE ro RE MAJN (TYPICAL) S CRUSHED ROCK PATH/ S/8" MINUS 4 ' North PROPOSED LANDSCAPE FOR WES TO N HE IGHTS DEVELOPMENl / NO T PART or THIS SUBMITTAL LANDSCAPE PLAN s::..:._:.: , ,:c -c --I ~~~~ :'J ·,r ~./ :,· <: .J .>/ ;>,i• -< { .. !\ ....... ·1'·'' ·" .~ •· --j~\~~7,Zl T-:.,:--" ... ,~· 'it· },:_: .. ,,r· STREET_~ ~A;~,& fil__AI'<~ DETAL DEPTH COMPACTED FINAL 1.AYOUl TO 8E DETERMINED IN TH E flHO ~ BY: BY: BY: Know what'• below. Call before you dtg. BY: IN COMPLIANCE WITH CITY OF RENTON ST ANOAADS Date: Date: Date: Date: , I' ~ V, .!l -~ I g ~ ~1 < ; _.., ' "O 1 (lJ j C: "' ....l '~I :t E-z o:::~ O i Zi z ~ O z E-::> [/)~ ~UJ ;3: « z < ..J c.. 1.1.l c.. < u VJ Cl z < ..J LA-I INTE PS(CTION NE 7T!-f PL STA 5•00 OE (OH RT) N IL[ AV[ N( SlA 27~5000 (000 T) [XISTING JO' PRQPOSEO JI',!," P/W W,TCI-I [X1SnNG CUP8 ANO QJTT[P STA 5 •'8 58 NW 1/4, SW 1/4 OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 05 EAST, W .M (12.88 PT) -~"" ~.-.. r ~ ~:-"· ~ --.... i4:-..~ ~:· S6,tl3..lK NE 7TH PL 0 CONNECT WAT[P S(PVICE TO\ (XISfl NG WAT[P (ll'P ) sssrua {fYP) CONNECT StWlP S[f>VlC[ TO EXISTING S(W(R (TYP) I i\.,i; \ i 0 © ® ® ~ ~ . ri ~f 'l' ~I\ i ' L j : INTO tMPROVE M[NTS OM W[STON H[ICf-115 STA 25+53 91 (2206 PT) ..;J , li z l ,, ' ··( I il ADJUST f>1M TO~ ·, N[W <"LOW U N[ ',._-'-.J 'Ill[ AV[ N[ POW '-PROP. 36.5 ~HNC__lQ' R/W l[ (i) ~ (i) N[Al LIN E CUT, CLE l>.N , H[Al AND l ACK [JCISTINC PAV[!,l[Nf EOG[S WITH SEALER CSS-1 ANO S[AL WITI-1 AR4000 AN O SANO SAWCUT SHALL BE MINIMUM 1 -n INSIDE TH[ [JIISTll'tG [OC[ or PAVE MEN T fOUR-fOOT MtNIMUM PAVED SECTION P[OUIP[D E9 FRQNTAGg IMPf!OVEMENl -NILE_ AVE_ NE_ P\JIILIC RIGHT -Of·WA'I' t~;? CAl(CQPY1• 111i:11.AII09'JfnY 75' SIDE SETBACK {TYP) ·,.· .~--------- 1 ., 7 •~'<' ,1t _ _!3...__,_,~ ,: 1,o ... , ... ' ..,IL "',..-",!JiJ ,, .. 16~ ........ • I ' ' \• N[ 7THPL ,o w '-PROP . 26.5 JY W 3-COMP DEPTH CL B ASP'iALl CONC }" COMP ()£PIH ATB 6-COMP O(PTl-1 Cf'AVEl BORROW ,25· ~(!!_ -) / EB FRONTAGE IM_PROVEMENT -NE 7IH Pl.. P\JllllC AIGHT -Of -WA"l' N.T.S 8 P \Proiech\.349 (o,o,oect develoomen\)\001 -15 (We,ton No,1h)\O"'q\l,9ure ,\IJ ,sc\Le t\e' S<ze Reduct,ons\WN -sl01 d w9 }4 .. }2 PQAO \ ROAD c:_ PRIVATE ROAD ,u.s. 2':l" REAfl S£1B ACI< (TYP) _, ~1 s· i~l -, I PROPOSED S'TAAIL ''"'' -~ ----, --4-.._ ~ ~ 1 17 I I \~ \: \' \ 1 ,\ LEGEND , 8 PPQPOSEO LOT §\hh!!Hi\ \ j l \! i\! _£ 1 ~! ! ~ n p ~ ij " ' -'!i i u I ~p ' ' 0 I : . I ~~ j ~ --"-l'POPOSECl STQP V CONVEYANCE f>PQPOSED CAIC'-' 8ASINS ! : w ~ ~ \~H i ~11 1'"-JO" PHOP[Ph LI N[ SCT0 ACK UN( "!\nh n\ ".!~-~I-_':..u t-z a: ~I 0 a. ' N I Z <Il l ('D \(J) w \ CL) t-1 5 1 Sco!e •ee' W o0 -----:c: w . 'L O ,o~___J,0~ a 1 § I ~ CITY Of :z !::: ® \ COMPLl:~~N --4 ~ ~ e, -~~ON ·~~DAROS [ ~ c§ ,, -----3:: a: ____ oai. __ 8v -~- Knowwhat's be)OW, Dote __ Callbeforeyoudig. ''---~ >,cc = C4.0 j NW 1/4, SW 1/4 OF SEC. 11, TWP. 23N ., RGE . 05 E., W.M. rJff ~ ----. }?~:~:~-:~2 :------~~:: ~t~"~ --~-:l ~ ·• -~ ~: ___ ~--~--:.;~:= --_ ~-~~~ -~~= ~---~ ---- , r I', I '1" I North ' I ' ) ..i·:t J ~· -I -, L_ -·---.. ·.__.:--~...:..-~·:.. ::.- ..... .,-,..·· ~ .~ /)) " TRACt A "(i: I fif ,·,' -~-/ '".,,;" ~ .TRACT B TRE_E }s~JEN_TION / REPJ-,A CEMENT P~~]'J ::c.."·-= --I ---c ;·::; !C TREE RETENTION CALCULATIONS TREE RETENTlON PER RMC 4-4-130 TOTAL NUMBER Of TREES OVER 6" IN DlA1-1ETER ON PROJECT SITT DEDUCTIONS · · TREES l N PROPOSED PUBLIC STR EETS · TREES IN PROPOSED PRIVATE ACCESS EASEMENTS / TRACTS · · TREES [N CRITICAL ARE.PS NO BUFFERS ONSTTE TREES SUB-TOTAl: TRE ES REQUIRED FOR RETENTION: REQUIRED TREES RETAINED TREES REQUIRING MffiGATION 27 20 6 (20 TREES (II JO% FOA; R-4 ZONE .,, 6 TREES) 16 •I l,ij; ~I ;,;,.,";; ,,,.. '.~· .,.._;:~--- .{'. ·' ---.. "':~~': ": ' ~','}'~-'--"'.-·----·.------,L . ~ -·-;-.. . ~ fXJSTING TREE TO REMAJN. TYPICAL PROPERTYUNE EXIS TING TR Ef TO 8{ REMOVED ® Know what's below. Call before you dig . L IN COMPLJ NKE WITH OTY Of RENTON STANOAADS BY : Date: BY: Date : BY : Date: BY: Date : '!" ~ "' ~ "' ·;:; 0 a ~1 -< • o,l ~ "' C - "' ,-.l ,·· .. I ~-·· ::c E-z 0:::2 O Q z z ~ z ~ O :z: E-2 V)z p_J W ~°' z j c.. z 0 i== z w f-w ~ w w cc f- TR-I rec 19. / NILE AVE NE ·1. 'F""';-~ ·~ -~.:e-: ~~-- ~_;._::_. ~ ' ., t ' ~ . · •.. 'i ... • I ,......_+ ,!;* c11- wuroNt1E1G11r s,LLC 15 LAKE 81:L LEV\JE, STE 102 BELLEVUE.WA9IOOS ('2S)l89-1300 ROBERT FITZM .... URICE C--' G .1.: 8 8 G e l \I i 8 0 ~ ~ 8 • f ~ ~ ~ ~ ~ ~ -, -'[, I I ' .1 . ./ I , ·) : I ' I I I }J} ,j lz m ~·-!- I -t I~ I I 'I I ., , I I 'I '' f I I \ 0 ..,, (/) m C') -t 0 z Denis Law Mayor Community & Economic Development C. E. "Chip" Vincent, Administrator October 9, 2017 Robert Fitzmaurice 15 Lake Bellevue Drive, Suite 102 Bellevue, WA 98005 SUBJECT: Receipt of Surety, and Start of Monitoring Weston Heights North Short Plat City of Renton File LUA16-000140 Dear Mr. Fitzmaurice: We reviewed and approved the final wetland mitigation plan/monitoring proposal for the Weston Heights North Short Plat dated October 3, 2016 and approved by the City on October 27, 2016. Monitoring and Maintenance Period Start Date: On September 19, 2017 the Certificate of Installation, for the Weston Heights North Short Plat wetland enhancement mitigation project, from Sewall Wetland Consulting was received. Therefore, the date of this letter marks the beginning of your minimum 5-year maintenance and monitoring period. As a reminder, reports are due quarterly for the first year and annually thereafter. Your first quarterly monitoring report is due to the City on January 9, 2018. Please send three copies of the report to my attention. This letter is also confirming the City has received a surety device (assignment of funds) in the amount of $24,013.00 to cover the cost of a minimum five years successful maintenance and monitoring. In order to assure the quickest possible release of your surety device, please ensure prompt monitoring and maintenance are performed for the duration of your monitoring period. If at any time during your minimum five-year monitoring period the mitigation project falls below performance standards, the monitoring period will be placed on hold. Once the mitigation project regains compliance with approved performance standards, the maintenance and monitoring timeframe will restart for a period necessary to establish that performance standards have been met. I look forward to receiving your first quarterly maintenance and monitoring report, which is due on January 9, 2018. Sincerely, j»1-: PU Jill Ding Senior Planner cc: Stacy Tucker, Planning Technician LUA16-000140 1055 South Grady Way, Renton, WA 98057 • rentonwa.gov Denis Law Mayor Community & Economic Development C. E. "Chip" Vincent, Administrator October 5, 2017 Robert Fitzmaurice 15 Lake Bellevue Drive, Suite 102 Bellevue, WA 98005 RE: 5-year Landscape Maintenance period Weston Heights North City of Renton File LUA16-000140, SHPL-A, ECF Dear Mr. Fitzmaurice: This letter is to confirm the receipt of the Assignment of Funds on October 5, 2017, in the amount of $30,067.50, which represents 50 percent of the total cost of the installation of the landscaping, to cover the cost of a minimum five years of successful maintenance and monitoring of the landscaping installed for the Weston Heights North Short Plat. This letter confirms the start of your Five-Year Maintenance period. At the end of the Five-Year Maintenance period, please contact the Planning Division for a final landscape maintenance inspection to verify compliance with RMC 4-7-070.P. If you have any questions, please feel free to contact me at (425) 430-6598. Sincerely, T~PU Jill Ding Senior Planner cc: File #LUA16·000140 Stacy Tucker, Planning Technician 1055 South Grady Way, Renton, WA 98057 • rentonwa.gov Denis Law Mayor Community & Economic Development C. E. "Chip" Vincent, Administrator October 5, 2017 Robert Fitzmaurice 15 Lake Bellevue Drive, Suite 102 Bellevue, WA 98005 SUBJECT: Surety Device Amount Weston Heights North Short Plat, File No. LUA16-000140 Dear Mr. Fitzmaurice: Based on the contract received for maintenance and monitoring for the Weston Height North wetland enhancement mitigation project, the total amount of your surety device is $24,013. The specific breakdown is as follows: Monitoring $9,100 Plant Replacement/ Maintenance $10,110 TOTAL $19.210 @125%$24,013 This amount is deemed sufficient to guarantee that structures, improvements, and mitigation required by permit condition will perform satisfactorily for a minimum of five (5) years after they have been completed. Please come to the 61h Floor of Renton City Hall to pay the surety device, and as a reminder, the City does not accept bonds. Thank you for your diligent work in protecting Renton's critical areas. Once I have received a receipt for the surety device, I will issue a letter signaling the start your five-year monitoring program. If you have any questions please feel free to contact me at (425) 430-6598. Sincerely, r1(y7J Jill Ding Senior Planner Current Planning Division cc: Stacy Tucker, Planning Technician LUA16-00140 STATE OF WASHINGTON, COUNTY OF KING AFFIDAVIT OF PUBLICATION PUBLIC NOTICE Linda M Mills, being first duly sworn on oath that she is the Legal Advertising Representative of the Renton Reporter a weekly newspaper, which newspaper is a legal newspaper of general circulation and is now and has been for more than six months prior to the date of publication hereinafter referred to, published in the English language continuously as a weekly newspaper in King County, Washington. The Renton Reporter has been approved as a Legal Newspaper by order of the Superior Court of the State of Washington for King County. The notice in the exact form annexed was published in regular issues of the Renton Reporter (and not in supplement form) which was regularly distributed to its subscribers during the below stated period. The annexed notice, a: Public Notice was published on April I, 2016. The full amount of the fee charged for said foregoing publication is the sum of $86.25. /A;·,/c<> /_L2 (, u' / Linda Mills Legal Advertising Representative, Renton Reporter Subscribed~d sworn to me this 1st day of April, 2016. ··""· ' \ \, or the State of Washington, Residing in ( .. --.,· i'IOTICEOF ENVIRONMENTAL n>;TERMINATIO/i ENVIRONMENTAL REVIEW COM\IITTEE RE'iTON, WASHINGTO:'i l'hc Environmental Review Committee has issued a Deter- minatum of Non-Significance (DNS) for the following project under the authority of the Renton municipal code Weston Heights North UJAl6-000140 Locat10n: 702 NlLE Ave NE The applicant 1s requesting Preliminary Short Plat approvi:ll and Sl:::YA Review for the sub- d1v1s1on of an existing 107.639 square foot (2 47 acre) site zoned Residential-4 (R-4) into 6 lots A Category 3 wetland is mapped on the site Appeals or the DNS must be filed in \\'riting on or before 5:00 p.m. on April 22, 2016. Appeals must be filed in writmg together with the required fee with Hearing Examiner c/o City Clerk, City of Renton, 1055 S Grady Way, Renton, WA 98057 Ap!}Ca!s to the Hearmg Examiner are governed by RMC 4-8-110 and more infonnation may be ob- tained from Lhe Renton City Clerk's Office, 425-430-6510 Pubilshcd in the Remon Reporter on Apnl 08. 20 l 6. # 1584018 OF ENVIRONMENTAL DETERMINATION ISSUANCE OF A DETfRMINATION OF NONSIGNIFICANCE (DNS) POSTIDTONOTIFYINTERESTEOPERSONSOFANENVIRONMENTAlACTl[;N WrsTONllEIGHTSNORTll§llORTl'L.AT lUA*000140,ECT,IHP!..A,M00 ~Ol. NluiA~NE(P.o.RCUNOS. llll.D!i-!IDO>~OS41'S4RT-L) :~1~~o~~Ri~;~~;::1:1~~:1~ATL ARD~~:~lc ;~~A~~E T1i:~1N~~o~::t~ED TliAT ™E PROP QI ED ;f (~~~:f 2~:~~f :~i~~~i:~~:~i;~n~:1~:~t~~;:Ji~f t~~f l;:ti~~I~t:.:~~ io'r~:lc~'JVIRONMENTAL OHERMINATION IS APP~Ali::D, ,\ PUBllC HEA.llNG Will. BE SfT AND ALc PARTIES PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION. CERTIFICATION I, J; \ \ "J)~ , hereby certify that__}_ copies of the above document were posted in~ nspicuous places or nearby the described property on Date: 4. /1//1.,. STATE OF WASHINGTON 55 COUNTY OF KING I certify that I know or have satisfactory evidence that ,:Ji ll ,V ,--/ 1""1 signed this instrument and acknowledged it to be hiseJithe1r free and vofuntary act for the uses and purposes mentioned in the instrument. fL:sJ-=1 ,,,,\.~\ X\\\111 j / Dated:...,' ft_\. f /0 ___ __.:;V'--.L--"...c..i.-----------g .!'1,tt~N'J.:;,,;,-,,, \, Notary Public in and for the State of Washington :! ~o 4-9). ~~ ~ ~(l)~u ~~ ~ Notary(Print): U U-tl'<;11 ~ ~ \ "°uai. . ."°"' j ~ E --"-L-'-'---'-=---'"'-=-~--------- 'l ,._.,, \ e 7 ,~ ",o :5., . . 1/c;J · 1 1 "",,,,,-g., ,,,,,-,:_, :,v,y appointment exp1res: __ ...,t;e..."µl_,_l-+~l_c_,)_· ---------,1 ,, O 111111,"""' ~v ::; ( . ~ . 11111 10 WAs'cl' ,.:::-.::- / 111111""''''' DEPARTMENT OF COIVIM'l!NlTY'8', ECONPMIC DEVELOPIVlicNT-iLANNII\IG D.IVlSIOf:J ,., AFEIDAVIT OF SERVICE 8¥ MAILING 0''.:iJ''::Sii11,>;;i;;'i,!L, ',i ~ ·-"'~-, ' , , On the 10th day of March, 2016, I deposited in the mails of the United States, a sealed envelope containing ERC Determination and Notice documents. This information was sent to: Agencies Scott Mesic Kevin O'Brien David Shenk, Awesome Yah Church Parties of Record (Signature of Sender): STATE OF WASHINGTON COUNTY OF KING I certify that I know or have satisfactory evidence that See Attached Contact Applicant Owner See Attached signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Dated: Notaryfublic in and for the State of Washington template -affidavit of service by mailing Dept. of Ecology** Environmental Review Section PO Box47703 Olympia, WA 98504-7703 WSDOT Northwest Region* Attn: Ramin Pazooki King Area Dev. Serv., MS-240 PO Box 330310 Seattle, WA 98133-9710 US Army Corp. of Engineers * Seattle District Office Attn: SEPA Reviewer PO Box C-3755 Seattle, WA 98124 Boyd Powers*** Depart. of Natural Resources PO Box 47015 Olympia, WA 98504-7015 KC Dev. & Environmental Serv. Attn; SE PA Section 35030 SE Douglas St. #210 Snoqualmie, WA 98065 Metro Transit Senior Environmental Planner Gary Kriedt 201 South Jackson Street KSC-TR-0431 Seattle, WA 98104-3856 Seattle Public Utilities Jalaine Madura, Attn: SEPA Responsible Official 700 Fifth Avenue, Suite 4900 PO Box 34018 Seattle, WA 98124-4018 AGENCY (DOE) LETTER MAILING (ERC DETERMINATIONS) Dept. of Ecology ** Muckleshoot Indian Tribe Fisheries Dept.** Attn: Misty Blair Attn: Karen Walter or SEPA Reviewer PO Box 47703 39015-172nd Avenue SE Olympia, WA 98504-7703 Auburn, WA 98092 Duwamish Tribal Office * Muckleshoot Cultural Resources Program ** 4717 W Marginal Way SW Attn: Laura Murphy Seattle, WA 98106-1514 39015172nd Avenue SE Auburn, WA 98092-9763 KC Wastewater Treatment Division• Muckleshoot Cultural Resources Program ** Environmental Planning Supervisor Attn: Erin Slaten Ms. Shirley Marroquin 39015172nd Avenue SE 201 s. Jackson ST, MS KSC-NR-050 Auburn, WA 98092-9763 Seattle, WA 98104-3855 WDFW ~ Larry Fisher• Office of Archaeology & Historic Preservation* 1775 12th Ave. NW Suite 201 Attn: Gretchen Kaehler Issaquah, WA 98027 PO Box 48343 Olympia, WA 98504-8343 City of Newcastle City of Kent Attn: Tim McHarg Attn: Charlene Anderson, AICP, ECO Director of Community Development 220 Fourth Avenue South 12835 Newcastle Way, Ste 200 Kent, WA 98032-5895 Newcastle, WA 98056 Puget Sound Energy City of Tukwila Wendy Weiker, Community Svcs. Mgr. Jack Pace, Responsible Official 355 110th Ave NE 6200 Southcenter Blvd. Mailstop EST llW Tukwila, WA 98188 Bellevue, WA 98004 Puget Sound Energy Doug Corbin, Municipal liaison Mgr. 6905 South 228'" St Kent, WA 98032 *Note: tfthe Notice of Application states that it is an "Optional DNS", the marked agencies and cities will need to be sent a copy of the Environmental Checklist, Site Plan PMT, and the Notice of Application. **Department of Ecology is emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice to the following email address: sepaunit@ecy.wa.gov •• Karen Walter, laura Murphy and Erin Slaten with the Muckleshoot Indian Tribe Fisheries Dept. are emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice to the following email addresses: KWalter@muckleshoot.nsn.us / Laura.murphy@muckleshoot.nsn.us L erin .s!aten@muckles hoot.nsn. us ***Department of Natural Resources is emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice the following email address: sepacenter@dnr.wa.gov template ~ affidavit of service by mailing David Shenk Awesome Yah Church 702 Nile Ave NE Renton. WA 98059 Kimberly Racine 653 Pasco Pl NE Renton. WA 98059-4559 JON NEWMAN 8070 Langston Rd S Seattle. WA 98178 Scott Mesic Site Development Assoicates 1724 W Marine Dr, 120 Everett. WA 98012 Kevin O'Brien Weston Heights, LLC 15 Lake Bellevue Dr, 102 Bellevue, WA 98005 DEPARTMENT OF COlvm/lUNITY AND ECONOMIC DEVELOPMENT A. ADMINISTRATIVE REPORT & DECISION DECISION: REPORT DA TE: Project Name: Owner: Applicant: Contact: File Number: Project Manager: Project Summary: Project Location: Site Area: 0APPROVED cg) APPROVED SUBJECT TO CONDITIONS D DENIED April 8, 2016 Weston Heights North Short Plat Awesome Yah Church, 702 Nile Avenue NE, Renton, WA 98059 Kevin O'Brien, Weston Heights, LLC, 15 Lake Bellevue Drive, Suite 102, Bellevue, WA 98005 Scott Mesic, Site Development Associates, LLC, 1724 W Marine View Drive, Suite 120, Everett, WA 98012 LUA16-000140 Jill Ding, Senior Planner The applicant is requesting Preliminary Short Plat approval, a Modification to the street standards (RMC 4-6-060) for a reduction in the required right-of-way dedication width, and Environmental (SEPA) Review for the subdivision of an existing 107,639 square foot (2.47 acre) site zoned Residential-4 (R-4) into 6 lots for the future construction of single family residences. The applicant is proposing to utilize the small lot cluster provisions, which would allow them to utilize the R-6 development standards in exchange for setting aside 20 percent of the site as open space with a soft surface public trail. The proposed lots would range in area from 7,173 square feet to 32,018 square feet. An existing residence and detached outbuilding are proposed to remain on Lot 1. The proposed short plat would also result in the creation of 3 tracts (Tracts A, B, and C) and a Private Road C. The Private Road is proposed to provide access to the abutting Weston Heights Plat (LUA14-000958) to the south of the project site. Access to the new lots is proposed via residential driveways onto NE 7th Place. A Category Ill wetland is mapped on the project site. A Category 3 wetland requires a 75-foot buffer. The applicant is proposing a 25 percent buffer reduction with enhancement, which would result in a 56.25-foot wide enhanced buffer. 702 Nile Avenue NE (parcel nos. 112305-9002 and 947794TR-L) 107,639 square feet (2.47 acres) Project Location Map Admin Report_ Weston North City of Renton Department of (0,,,munity & Economic Development WESTON HEIGHTS NORTH SHORT PLAT April 8, 2016 I 8. EXHIBITS: Exhibits 1-6: Exhibit 7: Exhibit 8: Exhibit 9: Exhibit 10: Exhibit 11: Environmental Review Committee Report and Exhibits Administrative Report and Decision Preliminary Short Plat Map Road, Site, & Utilities Plan Tree Retention Plan Revised Buffer Mitigation Exhibit Administrative Report & Decision LUA16-000140 Page 2 of 19 Exhibit 12: Geotechnical Engineering Report, prepared by The Riley Group, Inc., dated January 29, 2016 Exhibit 13: Technical Information Report, prepared by Site Development Associates, dated February 24, 2016 Exhibit 14: Modification Request Exhibit 15: Cl-73 Building Height Exhibit 16: Tree Retention Worksheet II C. GENERALINFORMATION: 1. Owner(s) of Record: 2. Zoning Classification: 3. Comprehensive Plan Land Use Designation: 4. Existing Site Use: 5. Critical Areas: 6. Neighborhood Characteristics: a. b. North: East: Single family residential, R-4 Single family residential, R-4 Awesome Yah Church 702 Nile Avenue NE Renton, WA 98059 Residential-4 (R-4) Residential Low Density (LD) Single family residence and associated detached accessory structures. Category Ill wetland c. d. South: West: Single family residential, R-4 (Weston Height Preliminary Plat, LUA14-000958) Single family residential, R-4 6. Site Area: 107,639 square feet (2.47 acres) II 0. HISTORICAL/BACKGROUND: Action Comprehensive Plan Zoning Annexation Admin Report_ Weston North Land Use File No. N/A N/A N/A Ordinance No. 5758 5758 5459 06/22/2015 06/22/2015 07/05/2009 City of Renton Department of ( WESTON HEIGHTS NORTH SHC, April 8, 2016 I E. PUBLIC SERVICES: 1. Existing Utilities '?unity & Economic Development ,'LAT Administrative Report & Decision WA16-000140 Page 3 of 19 a. Water: Water service is provided by King County Water District 90. A water availability certificate from King County Water District 90 will need to be provided. b. Sewer: Sewer service is provided by the City of Renton. There is an existing 8" PVC sewer north of the site in NE ih Place that flows from east to west. The sewer discharges to a manhole (COR Facility ID MH5572) in Nile Avenue NE. This manhole serves at the connection point to the 8" PVC sewer in Nile Avenue NE. The sewer in Nile Avenue NE flows from south to north. c. Surface/Storm Water: Drainage from the eastern portion of site currently flows southwest to an existing wetland which extends into the south-central portion of the site. The western portion of the site flows west to an existing shallow ditch along the eastern frontage of Nile Avenue NE. Drainage from the shallow ditch flows south. There is an existing 12" storm drain north of the site along the eastern edge of NE 7th place that flows from east to west. This storm drain was installed as part of the Olympus Villa subdivision (LUA12-090). The storm drain discharges to a stormwater detention pond near a low point in NE 7th Place at a Type 1 Catch Basin (COR Facility ID TED4003587). The detention pond (COR Facility ID 178003) is located in King County Parcel No. 6389300120. The detention pond was also installed as part of the Olympus Villa subdivision. Drainage from west of the low point of NE 7th Place is collected by Type 1 Catch basins and conveyed east to the same detention pond. Drainage from the detention pond is routed west along NE 7th Place to a Type 2 Catch Basin located at the intersection of NE 7th Place and Nile Avenue NE. From this catch basin, drainage flows south in a 15" storm drain along the eastern frontage of Nile Avenue NE. 2. Streets: The site is bounded to the north by NE 7th Place and to the west by Nile Avenue NE. Nile Avenue NE is classified as a neighborhood collector arterial. NE 7'h Place is classified as a residential access street. Per the King County Assessor's Map, the existing right of way for Nile Avenue NE is approximately 60' and the existing right of way for NE 7'h Place is approximately 40'. 3. Fire Protection: City of Renton Fire Department F. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Chapter 2 Land Use Districts a. Section 4-2-020: Purpose and Intent of Zoning Districts b. Section 4-2-070: Zoning Use Table c. Section 4-2-110: Residential Development Standards d. Section 4-2-115: Residential Design and Open Space Standards 2. Chapter 3 Environmental Regulations a. Section 4-3-050: Critical Area Regulations 3. Chapter 4 Property Development Standards 4. Chapter 6 Streets and Utility Standards a. Section 4-6-060: Street Standards 5. Chapter 7 Subdivision Regulations a. Section 4-7-070: Detailed Procedures for Short Subdivision 6. Chapter 9 Permits-Specific a. Section 4-9-250: Variances, Waivers, Modifications, and Alternates Admin Report_ Weston North City of Renton Deportment of C' ,unity & Economic Development WESTON HEIGHTS NORTH SH01 ... LAT April 8, 2016 7. Chapter 11 Definitions G. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element 0/NGS OF FACT (FOF}: Administrative Report & Decision LUA16-000140 Page 4 of 19 1. The Planning Division of the City of Renton accepted the above master application for review on February 25, 2016 and determined the application complete on March 10, 2016. The project complies with the 120-day review period. 2. The project site is located at 702 Nile Avenue NE. 3. The project site is currently developed with an existing single family residence (proposed to remain) and associated detached accessory structures. The residence is owned by the Awesome Yah Church. There is no record of an approved Conditional Use Permit, on the project site, for the operation of a church. Therefore, the primary use of the property is a single family residence in ownership by a church. 4. Access to Lot 1 would remain via an existing driveway off of Nile Avenue NE. Access to Lots 2-6 would be provided via individual driveways off of NE 7'h Place. 5. The property is located within the Residential Low Density (LD) Comprehensive Plan land use designation. 6. The site is located within the Residential-4 (R-4) zoning classification. The applicant is proposing to utilize the cluster development standards, which allow the proposed lots to be developed to the Residential-6 (R-6) development standards in exchange for the setting aside of 20 percent of the site as open space with a soft surface trail available for public use. To ensure that the trail remains available for public use, staff recommends, as a condition of approval, that a public trail easement be recorded over the full length of the trail. Staff further recommends that signage be installed at both ends of the trail notifying the public that the trail is available for public use. 7. There are approximately 27 trees located on site of which the applicant is proposing to retain a total of 26 trees. 8. The site is mapped with a Category Ill wetland. A Category Ill wetland has a standard buffer of 75 feet. The applicant is proposing to reduce the width of the buffer, with enhancement, by 25 percent to 56.25 feet in width. 9. Approximately 99 cubic yards of material would be cut on site and approximately 3,229 cubic yards of fill is proposed to be brought into the site. 10. The applicant is proposing to begin and complete construction in 2016. 11. Staff received no public comments during the 14-day public comment period. 12. Representatives from various city departments have reviewed the application materials to identify and address issues raised by the proposed development. These comments are contained in the official file, and the essence of the comments has been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of this report. 13. Comprehensive Plan Compliance: The site is designated Low Density (LD) on the City's Comprehensive Plan Map. The purpose of the LD designation is to include lands constrained by sensitive areas, those intended to provide transition to the rural area, or those appropriate for larger lot housing to allow for Admin Report~ Weston North City of Renton Department of ( cunity & Economic Development Administrative Report & Decision LUAl6-000l40 WESTON HEIGHTS NORTH SHu ... ,'LAT April 8, 2016 Page 5 of 19 a range of lifestyles. The proposal is compliant with the following Comprehensive Plan Goals and Policies if i!!) conditions of approval are met: Compliance Comprehensive Plan Analysis ., Policy L-3: Encourage infill development of single-family units as a means to meet growth targets and provide new housing. Goal L-1: Utilize multiple strategies to accommodate residential growth, including: . Development of new single-family neighborhoods on large tracts of land outside the City Center, ., . Development of new multi-family and mixed-use in the City Center and in the Residential High Density and Commercial Mixed Use designations, and • Infill development on vacant and underutilized land in established neighborhoods and multi-family areas . ., Goal L-T: Create a functioning and exemplary urban forest that is managed at optimum levels for canopy, health, and diversity . ., Goal L-U: Preserve, protect, and enhance the quality and functions of the City's sensitive areas including: lakes, rivers, major and minor creeks, intermittent stream courses and their floodplains, wetlands, ground water resources, wildlife habitats, and areas of seismic and geological hazards . .., Policy L-29: Minimize erosion and sedimentation in and near sensitive areas by requiring appropriate construction techniques and resource practices, such as low impact development. .., Policy L-31: Maintain or increase the quantity and quality of wetlands. Development activities shall not decrease the net acreage of existing wetlands . .., Policy L-32: Protect buffers along wetlands and surface waters to facilitate infiltration and maintain stable water temperatures, provide for biological diversity, reduce amount and velocity of run-off, and provide for wildlife habitat. .., Policy L-35: Ensure buildings, roads, and other features are located on less sensitive portions of a site when sensitive areas are present . .., Goal L-BB: Maintain a high quality of life as Renton grows by ensuring that new development is designed to be functional and attractive . .., Goal L-FF: Strengthen the visual identity of Renton and its Community Planning Areas and neighborhoods through quality design and development. .., Policy L-49: Address privacy and quality of life for existing residents by considering scale and context in infill project design. 14. Zoning Development Standard Compliance: The site is classified Residential-4 (R-4) on the City's Zoning Map. The R-4 designation serves as a transition between rural designation zones and higher density residential zones. It is intended as an intermediate lower density residential zone. Larger lot subdivisions are preferred; however, "cluster development" is allowed on sites where open space amenities are created. Resulting development is intended to be superior in design and siting than that which would normally occur otherwise.The proposal is compliant with the following development standards if all conditions of approval are met: Admin Re pore Weston North City of Renton Deportment of C 1unity & Economic Development Administrative Report & Decision LUA16-000140 WESTON HEIGHTS NORTH SHO,.. <'LAT April 8, 2016 Page 6 of 19 Compliance R-4 Zone Develop Standards and Analysis Density: There is no minimum density required in the R-4 zone. The maximum density permitted is 4.0 dwelling units per net acre. Net density is calculated after the deduction of sensitive areas, areas intended for public right-of-way, and private access easements. ,/ Staff Comment: The project site totals 107,639 square feet (2.47 acres). After the deduction of 9,023 square feet of public streets, 4,059 square feet of private streets, and 882 square feet of wetland area, the site has a net area of 93,675 square feet (2.15 acres). The proposal for 6 lots on the project site would result in a net density of 2. 79 dwelling units per acre /6 lots/ 2.15 acres = 2.79 du/ac), which is less than the maximum density permitted in the R-4 zone. Lot Dimensions: The minimum lot size permitted in the R-4 zone is 9,000 sq. ft., except for cluster development where the minimum lot size of the R-6 zone, 7,000 sq. ft., is permitted. A minimum lot width of 70 feet is required (80 feet for corner lots) and a minimum lot depth of 100 feet is required in the R-4 zone. Cluster development is permitted to utilize the minimum lot width and depth requirements of the R-6 zone, which are: a minimum width of 60 feet (70 feet for corner lots) and a minimum depth of 90 feet. The following table identifies the proposed approximate dimensions for Lots 1-6 Proposed Lot Lot Size (sq. ft.) Lot Width (feet) Lot Depth (feet) Lotl 32,018 129.39 222.80 Lot 2 7,385 80.06 90.00 ,/ Lot 3 7,200 80.06 90.00 Lot 4 7,173 60.05 120.00 Lot 5 7,200 60.05 120.00 Lot 6 8,400 70.05 120.00 Tract A 5,569 N/A N/A Tract B 17,539 N/A N/A Tract C 2,073 N/A N/A Private Road C 4,058 N/A N/A Staff Comment: As proposed all lots comply with the minimum lot size, width, and depth requirements for cluster development within the R-4 zone. Setbacks: The required setbacks in the R-4 zone are as follows: front yard is 30 feet, side yard is combined 20 feet with not less than 7.5 feet on either side, side yard along the street 30 feet, and the rear yard is 25 feet. Cluster development in the R-4 zone is Compliant if permitted to utilize the setback requirements of the R-6 zone, as follows: front yard is condition a/ 25 feet, rear yard is 25 feet, side yard is combined 15 feet with not less than 5 feet on approval is either side, and side yard along a street is 25 feet. met Staff Comment: The front yard of the existing single family residence is oriented towards the west, facing Nile Avenue NE. The single family residence is proposed to remain along with a detached accessory structure (Quonset Hut). A shop is proposed for removal. The existing residence and Quonset Hut would comply with the setback Admin Report_ Weston North City of Renton Deportment of wnity & Economic Development Administrative Report & Decision LUA16-DDD140 WESTON HEIGHTS NORTH SHc. .. PLAT April 8, 2016 ,/ Compliant if Condition of Approval is met Page 7 of 19 requirements of the provided the shop is removed. Staff recommends, as a condition of approval, that the applicant obtain a demolition permit for the removal of the shop ond complete all required inspections prior to the recording of the short plat. Setbacks for the new residences would be verified ot the time of building permit review. Building Standards: The R-4 zone has a maximum building coverage of 35% and a maximum impervious surface coverage of 50%, except Cluster Development is permitted to utilize the R-6 standards which include a maximum building coverage of 40% and a maximum impervious surface coverage of 55%. A Code Interpretation (Cl- 73) (Exhibit 15) was adopted regarding building height requirements. In the R-4 zone, a maximum building height of 2 stories with a wall plate height of 24 feet is permitted. Roofs with a pitch equal to or greater than 4:12 may project an additional six (6) vertical feet from the maximum wall plate height; common rooftop features, such as chimneys, may project an additional four (4) vertical feet from the roof surface. Non- exempt vertical projections (e.g., decks, railings, etc.) shall not extend above the maximum wall plate height unless the projection is stepped back one-and-a-half (1.5) horizontal feet from each fa~ade for each one (1) vertical foot above the maximum wall plate height. Reserved. Wall plates supporting a roof with only one (1) sloping plane (e.g., shed roof) may exceed the stated maximum if the average of wall plate heights is equal or less than the maximum wall plate height allowed. Staff Comment: The existing residence and Quonset Hut would have a building coverage of 11% ond an impervious surface coverage of 27%, which is less than the maximum allowed. Building height, building coverage, and impervious surface coverage for the new single family residences would be verified at the time of building permit review. Landscaping: The City's landscape regulations (RMC 4-4-070) require a 10-foot landscape strip along all public street frontages. Additional minimum planting strip widths between the curb and sidewalk are established according to the street development standards of RMC 4-6-060. Street trees and, at a minimum, groundcover, are to be located in this area when present. Spacing standards shall be as stipulated by the Department of Community and Economic Development, provided there shall be a minimum of one street tree planted per address. Any additional undeveloped right-of-way areas shall be landscaped unless otherwise determined by the Administrator. Where there is insufficient right-of-way space or no public frontage, street trees are required in the front yard subject to approval of the Administrator. A minimum of two trees are to be located in the front yard prior to final inspection for the new Single Family Residence. Staff Comment: A Conceptual Landscape Plan (Exhibit 5) was submitted with the application materials. The landscape plan shows a 10-foot wide landscape strip along the Nile Avenue NE and NE 1'' Place street frontages. In addition, an 8-foot wide planting strip is proposed between the curb and sidewalk along the Nile Avenue NE and NE 7'' Place frontages. Existing landscaping installed as part of the Olympus Villa Plat along the NE T' Place frontage abutting the northwestern corner of the project site is proposed to remain and would be incorporated into the 8-foot landscape strip required between the curb ond sidewalk. The proposed landscaped areas would be vegetated with the following trees: autumn purple ash, vine maple, eastern redbud, shore pine, and Douglas fir. The following shrubs are proposed: emerald green Admin Report_ Weston North City of Renton Deportment of ( 1unity & Economic Development Administrative Report & Decision LUA16-000140 WESTON HEIGHTS NORTH SHO ... r'LAT April 8, 2016 Page 8 of 19 arborvitae, dwarf maiden grass, sword fern, compact strawberry tree, white rockrose, dwarf mugo pine, Spanish lavender, dayli/y, and blue star juniper. The following groundcover is proposed kinnickinnick and creeping St. John's wort. Stoff from the City's Community Services Department have reviewed the Conceptual Landscape Plan and have recommended that the street trees proposed along NE 7'h Place be replaced with Redmond Linden trees (Tilia americana x erchloro). Staff recommends, as a condition of approval, that a detailed landscape plan be submitted at the time of Utility Construction Permit review. The detailed landscape plan shall include Redmond Linden trees {Tilia americana x erchloro) within the 8-foot landscape strip between the curb and sidewalk along NE 7'h Place. The detailed landscape plan shall be submitted to the Current Planning Project Manager for review and approval. Tree Retention: The City's adopted Tree Retention and Land Clearing Regulations require the retention of 30 percent of trees in a residential development. Significant trees shall be retained in the following priority order: Priority One: Landmark trees; significant trees that form a continuous canopy; significant trees on slopes greater than twenty percent (20%); Significant trees adjacent to critical areas and their associated buffers; and Significant trees over sixty feet (60') in height or greater than eighteen inches ( 18") caliper. Priority Two: Healthy tree groupings whose associated undergrowth can be preserved; other significant native evergreen or deciduous trees; and Other significant non- native trees. Priority Three: Alders and cottonwoods shall be retained when all other trees have been evaluated for retention and are not able to be retained, unless the alders and/ or cottonwoods are used as part of an approved enhancement project within a critical area or its buffer. A minimum tree density shall be maintained on each residentially zoned lot. For detached single family development, the minimum tree density is two (2) significant trees for every five thousand (5,000) square feet. The tree density may consist of existing trees, replacement trees, trees required pursuant to RMC 4-4-070Fl, Street Frontage Landscaping Required, or a combination. Staff Comment: A Tree Retention Plan /Exhibit 10), Tree Retention Worksheet /Exhibit 16), and o Conceptual Landscape Plan /Exhibit 5) were included in the submitted application materials. A total of 27 significant trees have been identified on the project site, of those 1 is located within a private street and 6 are located within the wetland and/or associated buffer area, resulting in 20 protected trees. Of the 20 protected trees, 30% or 6 trees are required to be retained or replaced. The applicant is proposing to retain all 20 protected trees, which exceeds the minimum tree retention requirements. The Conceptual Landscape Plan (Exhibit 5) identifies the tree density requirements for each lot. Lot 1 is required to maintain a tree density of 14 trees, Lots 2-5 are required to maintain a tree density of 3 trees and Lot 6 is required to maintain a tree density of 4 trees. The Landscape Plan (Exhibit 5) indicates a total of 124 caliper inches of retained trees would on Lot 1 would provide the required minimum tree density. On Lot 2, a total of 26 caliper inches of retained trees would provide the required minimum tree density. Lots 3-6 include the planting of additional trees to comply with the minimum tree density requirements. A Final Tree Retention and Land Clearing Plan would be required at the time of Utility Admin Report_ Weston North City of Renton Department of ( 1unity & Economic Development Administrative Report & Decision WA16-000140 WESTON HEIGHTS NORTH SHO ... ,'LAT April 8, 2016 Page 9 of 19 Construction Permit review. Parking: Parking regulations require that a minimum of two parking spaces be provided for each detached dwelling. Driveway cuts are required to be a minimum of 5 feet from property lines and new driveways may be a maximum of 16 feet in width at the property line. Maximum driveway slopes shall not exceed fifteen percent (15%); provided, that driveways .,,, exceeding eight percent (8%) shall provide slotted drains at the lower end with positive drainage discharge to restrict runoff from entering the garage/residence or crossing any public sidewalk. Staff Comment: Each lot contains adequate area for the provision of the required parking spaces. Compliance with the driveway standards would be verified at the time of building permit review. 15. Design Standards: Residential Design and Open Space Standards (RMC 4-2-115) are applicable in the R- 4, R-6, R-8 zone. The Standards implement policies established in the Land Use Element of the Comprehensive Plan. Compliance with Site Design Standards must be demonstrated prior to approval of the subdivision. Compliance with Residential Design Standards would be verified prior to issuance of the building permit for the new single family homes. The proposal is consistent with the following design standards, unless noted otherwise: Compliance not yet demonstrated Compliance not yet demonstrated Garages: One of the following is required; the garage is: 1. Recessed from the front of the house and/or front porch at least eight feet (8'), or 2. Located so that the roof extends at least five feet (5') (not including eaves) beyond the front of the garage for at least the width of the garage plus the porch/stoop area, or 3. Alley accessed, or 4. Located so that the entry does not face a public and/or private street or an access easement, or 5. Sized so that it represents no greater than fifty percent (50%) of the width of the front facade at ground level, or 6. Detached. The portion of the garage wider than twenty six-feet (26') across the front shall be set back at least two feet (2'). Staff Comment: Compliance for this standard would be verified at the time of building permit review. Primary Entry: One of the following is required: 1. Stoop: minimum size four feet by six feet (4' x 6') and minimum height twelve inches (12") above grade, or 2. Porch: minimum size five feet (5') deep and minimum height twelve inches (12") above grade. Exception: in cases where accessibility (ADA) is a priority, an accessible route may be taken from a front driveway. Staff Comment: Compliance for this standard would be verified at the time of building Admin Report_ Weston North City of Renton Department of r wnity & Economic Development WESTON HEIGHTS NORTH SHO .... 'LAT Administrative Report & Decision WA16-000140 April 8, 2016 Page 10 of 19 permit review, Fa~ade Modulation: One of the following is required: 1. An offset of at least one story that is at least ten feet (10') wide and two Compliance feet (2') in depth on facades visible from the street, or not yet 2. At least two feet (2') offset of second story from first story on one street demonstrated facing facade. Staff Comment: Compliance for this standard would be verified at the time of building permit review. Compliance Windows and Doors: Windows and doors shall constitute twenty-five percent (25%) not yet of all facades facing street frontage or public spaces. demonstrated Staff Comment: Compliance for this standard would be verified at the time of building permit review. N/A Scale, Bulk, and Character: N/ A Roofs: One of the following is required for all development: 1. Hip or gabled with at least a six to twelve (6:12) pitch for the prominent Compliance form of the roof (dormers, etc., may have lesser pitch), or not yet 2. Shed roof. demonstrated Additionally, for subdivisions greater than nine (9) lots: A variety of roof forms appropriate to the style of the home shall be used. Staff Comment: Compliance for this standard would be verified at the time of building permit review, Eaves: Both of the following are required: 1. Eaves projecting from the roof of the entire building at least twelve Compliance inches (12") with horizontal fascia or fascia gutter at least five inches (S") not yet deep on the face of all eaves, and demonstrated 2. Rakes on gable ends must extend a minimum of two inches (2") from the surface of exterior siding materials. Staff Comment: Compliance for this standard would be verified ot the time of building permit review. Architectural Detailing: If one siding material is used on any side of the dwelling that is two stories or greater in height, a horizontal band that measures at least eight inches (8") is required between the first and second story. Additionally, one of the following is required: Compliance 1. Three and one half inch (3 1/2") minimum trim surrounds all windows not yet and details all doors, or demonstrated 2. A combination of shutters and three and one half inches (3 1/2") minimum trim details all windows, and three and one half inches (3 1/2") minimum trim details all doors. Staff Comment: Compliance for this standard would be verified at the time of building permit review. Compliance Materials and Color: For subdivisions and short plats, abutting homes shall be of not yet differing color. Color palettes for all new dwellings, coded to the home elevations, demonstrated shall be submitted for approval. Admin Report_ Weston North City of Renton Deportment of C ,unity & Economic Development Administrative Report & Decision LUA16-000140 WESTON HEIGHTS NORTH SHO .... LAT April 8, 2016 Page 11 of 19 Additionally, one of the following is required: l. A minimum of two (2) colors is used on the home (body with different color trim is acceptable), or 2. A minimum of two (2) differing siding materials (horizontal siding and shingles, siding and masonry or masonry-like material, etc.) is used on the home. One alternative siding material must comprise a minimum of thirty percent (30%) of the street facing facade. If masonry siding is used, it shall wrap the corners no less than twenty four inches (24"). Staff Comment: Compliance for this standard would be verified at the time af building permit review. 16. Critical Areas: Project sites which contain critical areas are required to comply with the Critical Areas Regulations (RMC 4-3-050). The proposal is consistent with the Critical Areas Regulations, if all conditions of approval are complied with: Compliant if Wetlands: The following buffer requirements are applicable to wetlands in condition of accordance with RMC 4-3-050G.2: approval is met Wetland Category Buffer Width Structure Setback beyond buffer High Moderate Low All Other Habitat Habitat Habitat Scores Function Function Function (8-9 (5-7 (3-4 points) points) points) Category I -Bogs & Natural 200 ft. Heritage 15 ft. Wetlands Category I -All 200 ft. 150 ft. 115 ft. 115 ft. Others Category II 175 ft. 150 ft. 100 ft. n/a Category Ill 125 ft. 100 ft. 75 ft. n/a Category IV 50 ft. n/a Staff Comment: The applicant submitted a Critical Areas Report prepared by Sewall Wetland Consulting, Inc., dated February 8, 2016 with the project application (Exhibit 2) and a Critical Area Mitigation Plan (Exhibit 3}. One wetland (Wetland A) was identified on the project site. The majority of the wetland is located of/site to the south (within the abutting Weston Heights Plat, LUA14-000958}, the northern tip of the wetland encroaches onto the south central portion of the project site. According to the submitted Critical Areas Report (Exhibit 2), the wetland met the criteria for a Category Ill wetland with 3 habitat points. A Category Ill wetland with 3-4 habitat Admin Report_ Weston North City of Renton Department of ( a unity & Economic Development Administrative Report & Decision LUA16-000140 WESTON HEIGHTS NORTH SHO .. , PLAT April 8, 2016 Page 12 of 19 points would hove a standard buffer of 75 feet. Currently, the full 75-foot buffer consists of mowed lawn and provided little buffer function. The applicant is proposing a 25 percent buffer reduction, down to a minimum of 56.25 feet, with enhancement. The installation of woody trees and shrubs would provide a natural barrier ta intrusion into the wetland, increase forage and species diversity for wildlife, increase a source of organic material that can contribute to the wetland, and increase the surface water flaw path as well as create shade for the wetland. The City's adopted Critical Areas Regulations (RMC 4-3-050) include requirements for wetland buffer reduction with enhancement. The buffer reduction is required where the buffer abuts the rear property line of Lot 2 and the southwest corner of Lots 3 and 4 to ensure that these lots are able to comply with the minimum dimensional requirements for Cluster Development in the R-4 zone. The buffer reduction is not needed where the buffer is wholly contained within Open Space Tracts A and B or within Lot 1. Therefore, staff recommends, as a condition of approval, that the proposed Critical Area Mitigation Plan be amended to provide additional enhanced wetland buffer areas as depicted in Exhibit 11. A Final Critical Area Mitigation Plan shall be submitted at the time of Utility Construction Permit review for review and approval by the Current Planning Project Manager. A soft surface public trail is proposed to be constructed within Open Space Tracts A, B, and C with a portion of the trail traversing through the wetland buffer area. The trail is proposed to be 5 feet in width and accessible to the public. The trail would connect Nile Avenue NE and cross over the shared driveway {Private Rood C) to Tract C before connecting to NE l'h Place. Staff previously recommended that the trail be signed and an easement be recorded aver the trail, identifying the trail for public use (see FOF 6) 17. Street Modification Analysis: The applicant is requesting a modification from RMC 4-6-060F.2 "Minimum Design Standards Table for Public Streets and Alleys" to provide a 44-foot pavement section (one 11-foot thru lane in each direction, 12-foot two-way left turn lane, and 5-foot bike lane each direction) centered on the right of way centerline, 0.5 curb, 8-foot planting strip, 5-foot sidewalk ·and 1- foot between the back of sidewalk and the right of way line for a total of 73 feet of right of way. The requested proposal removes the 8-foot parking on either side of the roadway and increases each lane width by 1-foot. The resulting right of way dedication is 6.5 feet along the east side of Nile Avenue NE. The proposal is compliant with the following modification criteria, pursuant to RMC 4-9-250D, if all conditions of approval are met. Therefore, staff is recommending approval of the requested modification as noted below: Compliance Street Modification Criteria and Analysis a. Substantially implements the policy direction of the policies and objectives of the Comprehensive Plan Land Use Element and the Community Design Element and the proposed modification is the minimum adjustment necessary to implement these policies and objectives. Sta(t Comment: ,/ The Community Design Element has applicable policies listed under a separate section labeled Streets, Sidewalks and Streetscapes. These policies address walkable neighborhoods, safety and shared uses. Two specific policies support the decision to modify the street standards to a modified Collector Arterial street in this residential area. These policies are Policy CD-102 and Policy CD-103 which state that the goal is to promote new development with "walkable places," "support grid and flexible grid street Admin Report_ Weston North City of Renton Department of, ,unity & Economic Development Administrative Report & Decision LUA16-000140 WESTON HEIGHTS NORTH SHO ... PLAT April 8, 2016 Page 13 of 19 and pathway patterns," and "are visually attractive, safe, and healthy environments." The requested street modifications are consistent with these policy guidelines. b. Will meet the objectives and safety, function, appearance, environmental protection and maintainability intended by the Code requirements, based upon sound engineering judgment. Stafi Comment: .,r' The City's Public Works Transportation section and Community and Economic Development section reviewed Nile Avenue NE and the surrounding area and have determined that the modified Collector Arterial street section is more suitable for this location of Nile Avenue NE. This determination was based an the fact that the roadway is directly adjacent ta single family residences and there is insufficient space between the existing right of way and the existing homes to expand the roadway section to meet the full Collector Arterial street standards. c. Will not be injurious to other property(ies) in the vicinity. .,r' Stafi Comment: The modified Collector Arterial street standards will meet the requirements for safe vehicular and pedestrian use within the existing right of way. d. Conforms to the intent and purpose of the Code. .,r' Stafi Comment: This modification provides a safe pedestrian route in and around the existing neighborhood. e. Can be shown to be justified and required for the use and situation intended; and .,r' Sta[f Comment: The modified Collector Arterial street standards provide a safe design for vehicles and pedestrians. f. Will not create adverse impacts to other property(ies) in the vicinity. Sta[[ Comment: .,r' There are no identified adverse impacts from this modification to modify Nile Avenue NE from the Collector Arterial street standards to the modified Collector Arterial street standards. 18. Compliance with Subdivision Regulations: RMC 4-7 Provides review criteria for the subdivisions. The proposal is consistent with the following subdivision regulations if all conditions of approval are complied with: Compliance Subdivision Regulations and Analysis Access: Each lot must have access to a public street or road. Access may be by a shared driveway per the requirements of the street standards. .,r' The maximum width of single loaded garage driveways shall not exceed nine feet (9') and double loaded garage driveways shall not exceed sixteen feet (16'). Sta[f Comment: Access to lot 1 is currently provided via a residential driveway off of Nile Avenue NE, the proposed short plat would retain this existing access. Access to lots Adm in Report_ Weston North City of Renton Deportment of< nunity & Economic Development Administrative Report & Decision LUA16-DD0140 WESTON HEIGHTS NORTH SHO ... PLAT April 8, 2016 N/A Page 14 of 19 2-6 is proposed via residential driveways off of NE 7'' Place. A 26-foot wide shared driveway (Private Road C) is proposed to provide access to three lots proposed as part af the Weston Heights subdivision to the south of the project site /LUA14-000958). The creation of a shored driveway access in this location was required as a condition of approval for the Weston Heights subdivision. , Blocks: Blocks shall be deep enough to allow two tiers of lots. StaffComment: N/A Lots: The size, shape, orientation, and arrangement of the proposed lots comply with the requirements of the Subdivision Regulations and the Development Standards of the R-4 zone and allow for reasonable infill of developable land. All of the proposed lots meet the requirements for minimum lot size, depth, and width. Stoff Comment: The proposed lots are rectangular in shape and comply with the minimum lot size, width, and depth requirements for Cluster Development in the R-4 zone. Streets: The proposed street system shall extend and create connections between existing streets per the Street Standards outlined in RMC 4-6-060 Street Standards. Staff Comment: The site is bounded to the north by NE 7th Place and to the west by Nile Avenue NE. Nile Avenue NE is classified as a neighborhood collector arterial. NE 7th Place is classified as a residential access street. Per the King County Assessor's Map, the existing right-of-way for Nile Avenue NE is approximately 60' and the existing right-of- way for NE 7th Place is approximately 40 feet. Per RMC 4.6.060, the minimum right of way for a neighborhood collector arterial {Nile) with two lanes is 83 feet. A 0.5-foot curb, 8-foot planting strip, and 8-foot sidewalk is required along the entire project frontage. The minimum pavement width is 46 feet with 30 feet as travel lanes and 8 feet of parking on both sides. A bicycle facility is required. The required turning radius for a collector arterial is 35 feet. The applicant submitted a formal modification request dated February 18, 2016 /Exhibit 14) regarding the street standard along the Nile Avenue frontage. The applicant is proposing to use a half street section of 22 feet of pavement, a 0.5-foot curb, 8-foot planting strip, 5-foot sidewalk, and 1-foot clear behind the sidewalk along the Nile Avenue NE frontage. This is the same modification request the City received and approved for the Weston Heights Plat to the south. City staff is recommending approval of the applicant's modification request (see FOF 17). The City will require a modified half street section composing of 22 feet of pavement, a 0.51oot curb, 8-foot planting strip, 5-foot sidewalk, and 1-foot clear behind the sidewalk. This matches the proposed street section for the Weston Heights Plat. The curb radius shown at the corner of NE 7th Place and Nile Avenue NE on the Preliminary Road Plan is shown as 25 feet. This does not meet the City's street standards. The required turning radius for an intersection involving a collector arterial is 35 feet. Compliance with the appropriate turning radius requirement will be verified during the Utility Construction Permit Review. Per RMC 4 6 060, the minimum right of way for a residential access street {NE 1') is 53 feet. A 0.5-foot curb, 8-foot planting strip, and 5-foot sidewalk is required along the entire project frontage. The minimum pavement width is 26 feet with 20 feet as travel lanes and 6 feet of parking on one side. The proposed street section for NE 7th Place meets the street standards for residential access streets. Admin Report_ Weston North City of Renton Department of r wnity & Economic Development Administrative Report & Decision LUA16-000140 WESTON HEIGHTS NORTH SHO ... PLAT April 8, 2016 Page 15 of 19 Relationship to Existing Uses: The proposed project is compatible with existing surrounding uses. Staff Comment: The project site is surrounded by R-4 zoned properties developed with single family residences to the north, south, east, and west. The Weston Heights Plat {LUA14·000958}, which abuts the project site to the south and Olympus Villa (LUAlO· 090), which is located to the north across NE 7'h Place, were both approved utilizing the Cluster Development standards. The proposed lots are consistent in area to the lots approved as part of the Weston Heights North and Olympus Villa subdivisions. 19. Availability and Impact on Public Services: Compliance Availability and Impact on Public Services Analysis Police and Fire: Police and Fire Prevention staff indicates that sufficient resources exist to furnish services to the proposed development; subject to the condition that the ,/ applicant provides Code required improvements and fees. Fire impact fees are applicable at the rate of $495.10 per single family unit. This fee is paid at time of building permit issuance. Schools: It is anticipated that the Issaquah School District can accommodate any additional students generated by this proposal at the following schools: Apollo Elementary, Maywood Middle School and Liberty High School. Any new students from the proposed development would be bussed to their schools. The stop is located at the northwest corner of the site at the intersection of NE 7th Place and Nile Avenue NE. The proposed project includes the installation of frontage improvements along the Nile ,/ Avenue NE and NE 7'h Place frontage, including sidewalks. Students would walk along the sidewalks along NE 7'h Place and Nile Avenue NE to the bus stop at the intersection of NE 7'h Place and Nile Avenue NE at the northwest corner of the project site. A School Impact Fee, based on new single-family lots, will be required in order to mitigate the proposal's potential impacts to the Issaquah School District. The fee is payable to the City as specified by the Renton Municipal Code. Currently the fee is assessed at $4,635.00 per single family residence. Parks: A Park Impact Fee would be required for the future houses. The current Park ,/ Impact Fee is $1,887.94. The fee in effect at the time of building permit application is applicable to this project and is payable at the time of building permit issuance. Storm Water: An adequate drainage system shall be provided for the proper drainage of all surface water. Staff Comment: A Technical Information Report (TIR) prepared by Side Development Associates, dated February 24, 2016 was submitted with the project application {Exhibit 12). The site is approximately 2.47 acres in area and is located in the City's Flaw Control Duration Standard (Forested Conditions). The site is located in the Lower Cedar River ,/ drainage basin. The site contains multiple natural discharge locations that combine together as part of one Threshold Drainage Area (TOA) within a quarter mile downstream of the site. According to the submitted T/R (Exhibit 12), the west half of the project site generally slopes to the west, discharging to the road side ditch along the east side of Nile Avenue NE. The ditch is primarily grasses, but has been stabilized with quarry spa/ls in some locations, and contains a number of culvert crossings beneath various intersections and driveways. The east half of the project site generally drains to the west and into Wetland A, then flows west where it is intercepted by the public storm drainage system Admin Report_ Weston North City of Renton Department of I ,unity & Economic Development Administrative Report & Decision LUA16-DDD14D WESTON HEIGHTS NORTH SHO .. PLAT April 8, 2016 Page 16 of 19 in Orcas Avenue W, then is conveyed to the Nile Avenue NE roadside ditch. The project is proposing to detain surface runoff through three separate facilities to meet the City's Flow Control standards. The majority of the western portion of the site where the existing home sits will remain undisturbed. Disturbed areas in the western portion of the site along Nile Avenue NE will drain south to an underground detention vault that is being designed as part of the Weston Heights Plat. The detention vault will discharge south to a new storm drain and ultimately to a swale along the eastern frontage of Nile Avenue NE. The eastern portion of the site will drain south to a pond that is being designed as part of the Weston Heights Plat. The pond will discharge west to the existing wetland via a flow spreader. The northern frontage of the site along NE 7th Place will drain north to the existing Olympus Villa detention pond. The flow control structure for the Olympus Villa detention pond will be reconfigured to accommodate the historic release rates of the new area discharging to it. The wetland in the south-central portion of the site will remain undisturbed. The design maintains the natural discharge locations of the site. The project is proposing to use wetpools to meet the City's standards for Basic Water Quality treatment. The detention vault and pond that are proposed as part of the Weston Heights Plat are both designed to contain wetpools. The existing Olympus Villa detention pond also contains a wetpool. Storm facilities designed and permitted as part of the Weston Heights Plat would need to be installed prior to construction of the Weston Heights North Short Plat. The project will also require individual lot Flow Control BMPs. Please see section 1.2.3.3 and Section C.1.3.1 of the City amendments to the KCSWDM for Flow Control BMP requirements. All core and special requirements shall be addressed in the updated TIR. The preliminary TIR is missing discussion of Special Requirement #6. Drainage improvements along all street frontages shall conform to the City's street standards. Storm drains should be located outside of the planter and the sidewalk. Required horizontal and vertical separation from other utilities shall be provided. The updated drainage plan and TIR will be required as part of the utility permit submittal. The final sizing and design of the proposed drainage improvements would be reviewed for compliance with the adopted 2009 King County Surface Water Design Manual and City of Renton amendments during Utility Construction Permit review. Water: Water service is provided by King County Water District 90. A water availability certificate from King County Water District 90 will need to be provided. Review of the water plans will be conducted by King County Water District 90 and the City of Renton Fire Department. Plans approved by King County Water District 90 shall be routed to the City for final review prior to permit issuance. Sanitary Sewer: Sewer service is provided by the City of Renton. There is an existing 8" PVC sewer north of the site in NE 7th Place that flows from east to west. The sewer discharges to a manhole (COR Facility ID MH5572) in Nile Avenue NE. This manhole serves at the connection point to the 8" PVC sewer in Nile Avenue NE. The sewer in Nile Avenue NE flows from south to north. An extension of the proposed 8" sewer main in Nile Avenue NE being permitted under the Weston Heights Plat (U15 006162) will be required to serve 703 Nile Avenue NE. This extension will be reviewed under U15 006162. Sewage from the existing house at 702 Nile Avenue NE is managed by a private on site system. The preliminary utility plan shows that this private system will remain for lot 1. A sewer stub will need to be Admin Report_ Weston North City of Renton Deportment of, ounity & Economic Development Administrative Report & Decision LUA16-000140 WESTON HEIGHTS NORTH SH<.. ... PLAT April 8, 2016 II 1. CONCLUSIONS: Page 17 of 19 installed to serve this lot. The development is subject to a system development charge (SDC) for sewer service. The SDC for sewer service is based on the size of the domestic water service. The current SDC for sewer service with a 1" water meter installation is $2,242 per installation. Fees are payable at time of permit issuance. This site is in the East Renton Interceptor Special Assessment District (SAD) and the fee is $316.80 per lot. Fees are payable at time of permit issuance. 1. The subject site is located in the Residential Low Density (LD) Comprehensive Plan designation and complies with the goals and policies established with this designation, see FOF 13. 2. The subject site is located in the R-4 zoning classification and complies with the zoning and development standards for Cluster Development established with this designation provided the applicant complies with City Code and conditions of approval see FOF 14. 3. The proposed short plat complies with the Residential Design and Open Space Standards provided the applicant complies with City Code and conditions of approval see FOF 15. 4. The proposed short plat complies with the Critical Areas Regulations provided the applicant complies with City Code and conditions of approval, see FOF 16. 5. The proposed short plat and street modification complies with the Modification Criteria provided the applicant complies with City Code and conditions of approval see FOF 17. 6. The proposed short plat complies with the subdivision regulations as established by City Code and state law provided all advisory notes and conditions are complied with, see FOF 18. 7. The proposed short plat and street modification complies with the street standards as established by City Code, provided the project complies with all advisory notes and conditions of approval contained herein, see FOF 18. 8. There are safe walking routes to the school bus stop, see FOF 19. 9. There are adequate public services and facilities to accommodate the proposed short plat, see FOF 19. II J. DECISION: The Weston Heights North Short Plat and Street Modification, File No. LUA16-000140, as depicted in Exhibit 8, is approved and is subject to the following conditions: 1. A public trail easement shall be recorded over the full length of the soft surface trail proposed within the Open Space tracts (Tracts A and B). Signage shall be installed at both ends of the trail notifying the public that the trail is available for public use. 2. The applicant shall obtain a demolition permit for the removal of the shop and complete all required inspections prior to the recording of the short plat. 3. A detailed landscape plan shall be submitted at the time of Utility Construction Permit review. The detailed landscape plan shall include Redmond Linden trees (Tilia americana x erchlora) within the 8- foot landscape strip between the curb and sidewalk along NE 7'h Place. The detailed landscape plan shall be submitted to the Current Planning Project Manager for review and approval. 4. The proposed Critical Area Mitigation Plan shall be amended to provide additional enhance wetland buffer areas as depicted in Exhibit 11. A Final Critical Area Mitigation Plan shall be submitted at the time of Utility Construction Permit review for review and approval by the Current Planning Project Manager. Admin Report_ Weston North City of Renton Department of ( ,unity & Economic Development WESTON HEIGHTS NORTH SHO ... PLAT April 8, 2016 DATE OF DECISION ON LAND USE ACTION: SIGNATURE: Jennifer Henning, Planning Director TRANSMITTED this 8th day of April, 2016 to the Owner/Applicant/Contact: Owner: Awesome Yoh Church 702 Nile Avenue NE Renton, WA 98059 Applicant: Kevin O'Brien, Weston Heights LLC, 15 Lake Bellevue Drive, Suite 102 Bellevue, WA 98005 TRANSMITTED this 81h day of April, 2016 to the Parties of Record: Kimberly Racine 653 Pasco Place NE Renton, WA98059 Jon Newmon 8070 Langston Road S Seattle, WA 98178 TRANSMITTED this 8th day of April, 2016 ta the following: Chip Vincent, CED Administrator Brianne Bannwarth, Development Engineering Manager Jan Conklin, Development Services Vanessa Dolbee, Current Planning Manager Fire Marshal Administrative Report & Decision LUA16-000140 Page 18 of 19 ,-JI ~ I l(j I {,,- Date Contact: Scott Mesic, Site Development Associates, LLC 1724 W Marine View Drive, Suite 120 Everett, WA 98012 K. LAND USE ACTION APPEALS, REQUEST FOR RECONSIDERATION, & EXPIRATION: The administrative land use decision will become final if the decision is not appealed within 14 days of the decision date. APPEAL: This administrative land use decision will become final if not appealed in writing to the Hearing Examiner on or before 5:00 PM on April 22, 2016. An appeal of the decision must be filed within the 14-day appeal period (RCW 43.21.C.075(3); WAC 197-11-680), together with the required fee to the Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. RMC 4-8-110.B governs appeals to the Hearing Examiner and additional information regarding the appeal process may be obtained from the City Clerk's Office, (425) 430-6510. EXPIRATION: The administrative short plat decision will expire two (2) years from the date of decision. A single one (1) year extension may be requested pursuant to RMC 4-7-070.M. RECONSIDERATION: Within 14 days of the decision date, any party may request that the decision be reopened by the approval body. The approval body may modify his decision if material evidence not readily discoverable prior to the original decision is found or if he finds there was misrepresentation of fact. After review of the reconsideration request, if the approval body finds sufficient evidence to amend the original decision, there will be no further extension of the appeal period. Any person wishing to take further action must file a formal appeal within the 14-day appeal time frame. Admin Report_ Weston North City of Renton Deportment of< ounity & Economic Development WESTON HEIGHTS NORTH SHOn, PLAT April 8, 2016 Administrative Report & Decision LUA16-000140 Page 19 of 19 THE APPEARANCE OF FAIRNESS DOCTRINE: provides that no ex pa rte (private one-on-one) communications may occur concerning the land use decision. The Doctrine applies not only to the initial decision, but to Appeals to the Hearing Examiner as well. All communications after the decision/approval date must be made in writing through the Hearing Examiner. All communications are public record and this permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence in writing. Any violation of this doctrine could result in the invalidation of the appeal by the Court. Admin Report_ Weston North February 8, 2016 Kevin O'Brien Taylor Development, Inc. 15 Lake Bellevue Drive, Suite 102 Bellevue, WA. 98005 Sewall Wetland Consulting, Inc. m Box880 Phone 253-SS9-0515 FaIIOty,WA\0024 RE: Critical Area Report-Weston North City of Renton, Washington SWC Job #16-107 Dear Kevin, This report describes our observatio.ns of jurisdictional wetlands, streams and buffers on the proposed Weston North Preliminary Plat, located on Parcel #1123059002, in the City of Renton, Washington. The 2.3 acre site is located in the SW Y. of Section 11, Township 23 North, Range 5 East of the W.M. in King County Washington. METHODOLOGY Ed Sewall of Sewall Wetland Consulting, Inc. inspected the site on June 17, 2015 as well as February 23, 2016. The site was reviewed using methodology described in the Corps of Engineers Wetlands Delineation Manual (Environmental Laboratory, 1987), and the Western Mountains, Valleys and Coast region Supplement (Version 2.0) dated June 24, 2010, as required by the US Army Corps of Engineers as well as the City of Renton. Soil colors were identified using the 1990 Edited and Revised Edition of the Munsell Soil Color Charts (Kollmorgen Instruments Corp. 1990). Full Document Available upon Request EXHIBIT 2 ----~------~ ! .,,.,.....,«-., ,,....-,~,...,,,.,ou,..o, 1-:i~1'lu111nsu0Jpu11i;MlleM;1S~ "" '-'! io.n,,t ,..-" •o~=: ;~~~. I --=----===------== i N~~:=~~~~~~~I~) ~:. !~=~ 1!l ii EXHIBIT 3 f, ' ' , .~:. ._. '. i ' ' ' .... l' ....... ' Nll.E AVE N,E EXHIBIT 4 >-u <· 0: >-"' >- !{ 0: >-< N\lld 3d\lJSQN\11 j • EXHIBIT 5 ADVISORY NOTES TO AP LUA 16-000140 ICANT Application Date: February 25, 2016 Name: Weston Heights North Site Address: 702 NILE Ave NE RENTON, WA 98059 PLAN -Planning Review -Land Use Version 1 I f~cii..ni;l~illi~~ Ccinm\ents ; •·.· ;.~, sf, f! ic~Jiiii;tL~~~Jda A~kren I 425-430-7369JaJ~k(J~ijfeilt~~!t~ii~ Please revise Tracts A and B on short plat Tract A should equal the original square footage for Tract L of Windwood Division 3 and Tract B will be the remainder. This will allow to retain the requirements as set forth on the plat and also in the deed under recording no. 20150728000876, while allowing for the private road and street dedication as necessary. Sufficient information on how the survey boundary was determined is not shown on survey drawings submitted. Basis of Bearing does not tie to the monuments shown on survey drawings submitted. Wall encroachment on the southeast corner of the property as called out on survey drawing. ROW Dedication legal & exhibit: Legal description as submitted does not close. Missing a call. Legal calls out 77th instead of 7th. Exhibit should have more calls and dimensions to help relate the legal description to the exhibit. Hard to follow as submitted. Recommendations: Environmental Impact Comments: 1. The fire impact fees are currently applicable at the rate of $495.10 per single family unit. Code Related Comments: 1. The fire flow requirement for a single family home is 1,000 gpm minimum for dwellings up to 3,600 square feet (including garage and basements). If the dwelling exceeds 3,600 square feet, a minimum of 1,500 gpm fire flow would be required. A minimum of one fire hydrant is required within 300 feet of the proposed buildings and two hydrants if the fire flow goes up to 1,500 gpm. Existing hydrant can be counted toward the requirements and are up to current code. Water availability certificate is required to be obtained from King County Water District 90. 2. Fire deoartment apparatus access roadwavs are adequate as they exist. i1:i,tii~iln'ifRevie~?cb~rnents ;_Ji "cl 'f,~ci~~:'itkPi!~,James I 425-430-728~ j ft1~0;:t~J@ie~t6ri'1.ra~~bt, Recommendations: DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT M E M O R A N D U M DATE• March 24, 2016 TO: Jill Ding, Senior Planner FROM: Ian Fitz James, Civil Plan Reviewer SUBJECT: Utility and Transportation Comments for the Weston Heights North Short Plat 702 Nile Avenue NE LUA 16 000140 I have reviewed the application for the Weston Height North Short Plat located at 702 Nile Avenue NE and have the following comments: EXISTING CONDITIONS WATER: Water service is provided by King County Water District 90. A water availability certificate from King County Water District 90 will need to be provided. SEWER: Sewer service is provided by the City of Renton. There is an existing 8" PVC sewer north of the site in NE 7th Place that flows from east to west. The sewer discharges to a manhole (COR Facility ID MH5572) in Nile Avenu EXHIBIT 6 Ran: April 07, 2016 ADVISORY NOTES TO Al LUA16-000140 .ICANT PLAN -Planning Review -Land Use Version 1 I l!:n~i~eering Review Comm1i'~ts' . '.; ,' :.<J:;}~ "" ;dintact: Ian Fiiz-James 142f,fad-12ea 1 ~itz'.Jam,tliir~htcihwa.goV connection point to the 8" PVC sewer in Nile Avenue NE. The sewer in Nile Avenue NE flows from south to north. STORM DRAINGE: Drainage from the eastern portion of site currently flows southwest to an existing wetland which extends into the south central portion of the site. The western portion of the site flows west to an existing shallow ditch along the eastern frontage of Nile Avenue NE. Drainage from the shallow ditch flows south. There is an existing 12" storm drain north of the site along the eastern edge of NE 7th place that flows from east to west. This storm drain was installed as part of the Olympus Villa subdivision. The storm drain discharges to a stormwater detention pond near a low point in NE 7th Place at a Type 1 Catch Basin (COR Facility ID TED4003587). The detention pond (COR Facility ID 178003) is located in King County Parcel No. 6389300120. The detention pond was also installed as part of the Olympus Villa subdivision. Drainage from west of the low point of NE 7th Place is collected by Type 1 Catch basins and conveyed east to the same detention pond. Drainage from the detention pond is routed west along NE 7th Place to a Type 2 Catch Basin located at the intersection of NE 7th Place and Nile Avenue NE. From this catch basin, drainage flows south in a 15" storm drain along the eastern frontage of Nile Avenue NE. STREETS: The site is bounded to the north by NE 7th Place and to the west by Nile Avenue NE. Nile Avenue NE is classified as a neighborhood collector arterial. NE 7th Place is classified as a residential access street. Per the King County Assessor's Map, the exist'1ng right of way tor Nile Avenue NE is approximately 60' and the exist'1ng right of way for NE 7th Place is approximately 40'. CODE REQUIREMENTS WATER COMMENTS 1. Please obtain a water availability certificate from King County Water District 90 and provide it with the utility permit submittal. 2. Review of the water plans will be conducted by King County Water District 90 and the City of Renton Fire Department. 3. Plans approved by King County Water District 90 shall be routed to the City for final review prior to permit issuance. SEWER COMMENTS 1. An extension of the proposed 8" sewer main in Nile Avenue NE being permitted under the Weston Heights Plat (U15 006162) will be required to serve 703 Nile Avenue NE. This extension will be reviewed under U15 006162. 2. Sewage from the existing house at 702 Nile Avenue NE is managed by a private on site system. The preliminary utility plan shows that this private system will remain tor lot 1. A sewer stub will need to be installed to serve this lot. 3. The development is subject to a system development charge (SDC) for sewer service. The SDC for sewer service is based on the size of the domestic water service. The current SOC for sewer service with a 1" water meter installation is $2,242 per installation. Fees are payable at time of permit issuance. 4. This site is in the East Renton Interceptor Special Assessment District (SAD) and the tee is $316.80 per lot. Fees are payable at time of permit issuance. STORM DRAINAGE COMMENTS 1. Storm drainage improvements for the Weston Heights North Short Plat are being designed concurrently with the drainage improvements tor the Weston Heights Plat, which is adjacent to the south. The Weston Heights Plat was reviewed for land use under LUA14 000958 and is being reviewed for a utilities permit under U15 006162. 2. A Preliminary Drainage Plan and Technical Information Report (TIR) completed by SDA were submitted to the City on February 25, 2016. The site is approximately 2.47 acres in size and is located in the City's Flow Control Duration Standard (Forested Conditions). The site is located in the Lower Cedar River drainage basin. The site contains multiple natural discharge locations that combine together as part of one Threshold Drainage Area (TDA) within a quarter mile downstream of the site. The project is proposing to detain surface runoff through three separate facilities to meet the City's Flow Control standards. The majority of the western portion of the site where the existing home sits will remain undisturbed. Disturbed areas in the western portion of the site along Nile Avenue NE will drain south to an underground detention vault that is being designed as part of the Weston Heights Plat. The detention vault will discharge south to a new storm drain and ultimately to a swale along the eastern frontage of Nile Avenue NE. The eastern portion of the site will drain south to a pond that is being designed as part of the Weston Heights Plat. The pond will discharge west to the existing wetland via a flow spreader. The northern frontage of the site along NE 7th Place will drain north to the existing Ran: April 07, 2016 Page 2 ofS ADVISORY NOTES TO Ar '.ICANT LUA16-000140 PLAN -Planning Review -Land Use Version 1 I C~ritact: Ian F1tz-Jar:ne~ I 425'430,72~!llifltz-jarnes~re:nti>Jwa:gov Olympus Villa detention pond. The flow control structure for the Olympus Villa detention pond will be reconfigured to accommodate the historic release rates of the new area discharging to it. The wetland in the south central portion of the site will remain undisturbed. The design maintains the natural discharge locations of the site. The project is proposing to use wetpools to meet the City's standards for Basic Water Quality treatment. The detention vault and pond that are proposed as part of the Weston Heights Plat are both designed to contain wetpools. The existing Olympus Villa detention pond also contains a wetpool. The proposed vault and pond will be public stormwater facilities. Access to these facilities per the City's amendments to the KCSWDM shall be provided. Storm facilities designed and permitted as part of the Weston Heights Plat shall be installed prior to construction of the Weston Heights North Short Plat. The project will also require individual lot Flow Control BMPs. Please see section 1.2.3.3 and Section C.1.3.1 of the City amendments to the KCSWDM for Flow Control BMP requirements. All core and special requirements shall be addressed in the updated TIR. The preliminaryTIR is missing discussion of Special Requirement #6. Drainage improvements along all street frontages shall conform to the City's street standards. Storm drains should be located outside of the planter and the sidewalk. Required horizontal and vertical separation from other utilities shalt be provided. The updated drainage plan and TIR will be required as part of the utility permit submittal. 3. The geotechnical report completed by Riley Group was submitted to the City on February 25, 2016. Per the report, this site is unsuitable for stormwater infiltration. 4. A Construction Stormwater General Permit from the Washington Department of Ecology will be required since clearing of the site exceeds one acre. 5. The development is subject to system development charges (SOC). The current SDCs are $1,485.00 per lot. Fees are payable at the time of permit issuance. TRANSPORTATION /STREET COMMENTS 1. Nile Avenue NE is a neighborhood collector arterial. Per RMC 4 6 060, the minimum right of way for a neighborhood collector arterial with two lanes is 83'. A 0.5' curb, 8' planting strip, and 8' sidewalk is required along the entire project frontage. The minimum pavement width is 46' with 30' as travel lanes and 8' of parking on both sides. A bicycle facility is required. The required turning radius for a collector arterial is 35'. a. The applicant submitted a formal modification request dated February 18, 2016 regarding the street standard along the Nile Avenue frontage. The applicant is proposing to use a half street section of 22' of pavement, a 0.5' curb, 8' planting strip, 5' sidewalk, and 1' clear behind the sidewalk along the Nile Avenue NE frontage. This is the same modification request the City received for the Weston Heights Plat to the south. City staff is recommending approval of the applicant's modification request. Please see the formal response to the modification request for more information. b. The City will require a modified half street section composing of 22' of pavement, a 0.5' curb, 8' planting strip, 5' sidewalk, and 1' clear behind the sidewalk. This matches the proposed street section for the Weston Heights Plat. c. The curb radius shown at the corner of NE 7th Place and Nile Avenue NE on the Preliminary Road Plan is shown as 25'. This does not meet the City's street standards. The required turning radius for an intersection involving a collector arterial is 35'. 2. NE 7th Place is a residential access street. Per RMC 4 6 060, the minimum right of way for a residential access street is 53'. A 0.5' curb, 8' planting strip, and 5' sidewalk is required along the entire project frontage. The minimum pavement width is 26' with 20' as travel lanes and 6' of parking on one side. The proposed street section for NE 7th Place meets the street standards for residential access Ran: April 07, 2016 Page 3 of 5 ADVISORY NOTES TO At '.!CANT LUA 16-000140 PLAN -Planning Review -Land Use Version 1 I Engineering Review ccfniment~ . . .. . C~ntact: Ian. Fit2:-'James I 425:430-7288 I ffitz'.James@rentori;,,.,a.gov streets. 3. Private Road C shall be designed to have a minimum 26' private access easement with a 20· pavement width. This will match the street section of the Private Road C continuation that is part of the Weston Heights Plat. No sidewalks or curbs would be required. The pavement thickness shall be 4" of hot mix asphalt over 6" of crushed suriacing top course. The curb radius at the intersection of Private Road C and NE 7th Place shall be 25'. The proposed street section for Private Road C meets these standards. 4. Street lighting analysis is required to be conducted by the developer along all frontages (Nile Avenue NE and NE 7th Place). Required street lighting shall be provided by the developer and be to City standards. 5. All driveways shall be located a minimum of 5' from the property line per RMC 4 4 080. The maximum width of a single loaded garage driveway shall not exceed 9' and double loaded garage driveway shall not exceed 16'. 6. Pavement thickness per RMC 4 6 060 shall be a minimum of 4" of hot mix asphalt over 6" of crushed surfacing top course. 7. Paving and trench restoration shall comply with the City's Trench Restoration and Overlay requirements. 8. The current transportation impact fee rate is $2,951.17 per single family home. The transportation impact fee that is current at the time of the building permit application will be levied. Payment of the transportation impact fee is due at the time of issuance of the building permit. GENERAL COMMENTS 1. The SDCs listed are for 2016. The fees that are current at the time of the building permit application will be levied. Please see the City of Renton website for the current SD Cs. 2. The survey and all civil plans shall conform to the current City of Renton survey and drafting standards. Current drafting standards can be found on the City of Renton website. 3. A final survey that is stamped and signed by the professional land surveyor of record will need to be provided. All existing utilities need to be surveyed and shown. Please reference COR Maps for mapping and records of existing utilities in the project vicinity. 4. Separate plan submittals will be required for construction permits for utility work and street improvements. All plans shall be prepared by a licensed Civil Engineer in the State of Washington. 5. Separate permits and fees for side sewers will be required. Please see the City of Renton website for current SDCs. Separate permits for water services shall be obtained from King County Water District 90. 6. Rockeries or retaining walls greater than 4 feet in height (including bury) will require a separate building permit. Structural calculations and plans prepared by a licensed engineer will be required. 7. Structural plans for the storm drainage vault shall be included with the civil plan submittal for the Weston Heights Plat. 8. A final tree removal/retention plan and landscape plan shall be included with the civil plan submittal. 9. When utility plans are complete, please submit four (4) copies of the plans, two (2) copies of the drainage report, an electronic copy of each, the permit application, an itemized cost of construction estimate, and application fee to the counter of the sixth floor. Recommendations: Street Modification Analysis: The applicant is requesting a modification from RMC 4 6 060F.2 "Minimum Design Standards Table for Public Streets and Alleys" to provide a 44 foot pavement section (one 11 foot thru lane in each direction, 12 foot two way left turn lane, and 5 foot bike lane each direction) centered on the right of way centerline, 0.5 curb, 8 foot planting strip, 5 foot sidewalk and 1 foot between the back of sidewalk and the right of way line for a total of 73 feet of right of way. The requested proposal removes the 8 foot parking on either side of the roadway and increases each lane width by 1 foot. The resulting right of way dedication is 6.5 feet along Ran: April 07, 2016 Page 4 of 5 ADVISORY NOTES TO AF' .. ICANT LUA 16-000140 PLAN -Planning Review -Land Use the east side of Nile Avenue NE. Version 1 I The proposal is compliant with the following modification criteria, pursuant to RMC 4 9 2500, if all conditions of approval are met. Therefore, staff is recommending approval of the requested modification, subject to conditions as noted below: Compliance Street Modification Criteria and Analysis a. Substantially implements the policy direction of the policies and objectives of the Comprehensive Plan Land Use Element and the Community Design Element and the proposed modification is the minimum adjustment necessary to implement these policies and objectives. Staff Comment: The Community Design Element has applicable policies listed under a separate section labeled Streets, Sidewalks and Streetscapes. These policies address walkable neighborhoods, safety and shared uses. Two specific policies support the decision to modify the street standards to a modified Collector Arterial street in this residential area. These policies are Policy CD 102 and Policy CD 103 which state that the goal is to promote new development with "walkable places," "support grid and flexible grid street and pathway patterns," and "are visually attractive, safe, and healthy environments." The requested street modifications are consistent with these policy guidelines. b. Will meet the objectives and safety, function, appearance, environmental protection and maintainability intended by the Code requirements, based upon sound engineering judgment. Staff Comment: The City's Public Works Transportation section and Community and Economic Development section reviewed Nile Avenue NE and the surrounding area and have determined that the modified Collector Arterial street section is more suitable for this location of Nile Avenue NE. This determination was based on the fact that the roadway is directly adjacent to single family residences and there is insufficient space between the existing right of way and the existing homes to expand the roadway section to meet the full Collector Arterial street standards. c. Will not be injurious to other property(ies) in the vicinity. Staff Comment: The modified Collector Arterial street standards will meet the requirements for safe vehicular and pedestrian use within the existing right of way. d. Conforms to the intent and purpose of the Code. Staff Comment: This modification provides a safe pedestrian route in and around the existing neighborhood. e. Can be shown to be justified and required for the use and situation intended; and Staff Comment: The modified Collector Arterial street standards provide a safe design for vehicles and pedestrians. f. Will not create adverse impacts to other property(ies) in the vicinity. Staff Comment: There are no identified adverse impacts from this modification to modify Nile Avenue NE from the Collector Arterial street standards to the modified Collector Arterial street standards. Recommendations: 1. Parks Impact Fee Per Ordinance 5670 applies. 2. The proposed soft surtace public trail dead ends into a Private Drive. Recommend a looped soft surtace trail that is publicly accessible in order to be able to use R 6 development standards. 3. Street trees: On NE 7th Place: Street trees shall be Redmond Linden (Tilia americana x erchlora). Recommendations: Minimal im act on police services. 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I ,, Details, Maintenance & Monitoring Plan 2 "' 2 ••• 1,111 RILEYGROUP GEOTECHNICAL ENGINEERING REPORT PREPARED BY: THE RILEY GROUP, INC. 17522 BOTHELL WAY NORTHEAST BOTHELL, WASHINGTON 98011 PREPARED FOR: WESTON HEIGHTS, LL( 15 LAKE BELLEVUE DRIVE, SUITE 102 BELLEVUE, WASHINGTON 98005 RGI PROJECT No. 2016-009 WESTON NORTH 702 NILE AVENUE NORTHEAST RENTON, WASHINGTON JANUARY 29, 2016 Corporate Office 17522 Bothell Way Northeast Bothell, Woshmgton 98011 Pfione 425.415.0551 • Fax 425.415.0311 www riley-group com Full Document Available upon Request EXHIBIT 12 I I I I I I Weston Heights North Technical Information Report 702 Nile Ave NE, Renton, WA SDA Project #349-007-15 Prepared for: Prospect Development, LLC 2913 5th Avenue NE, Ste. 201 Puyallup, WA 98372 February 24, 2016 ••• . Fur, Document Available upon R CIVIL ENGINEERING I PROJECT Ml eq uest 1724 W Marine View Drive Suite 140 Everett, WA 982 EXHIBIT 13 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT RIGHT OF WAY USE I DEFERRAL I WAIVER I VARIANCE I FEE IN LIEU APPLICATION Planning Division I Development Engineering Section 1055 S Grady Way -Renton, WA 98057 Phone: (425) 430-7200 I Fax: (425) 430-7231 Project Name: Weston Heights North Short Plat Site Address: 702 Nile Ave NE Legal Description of Property: _S_e_e_P_la_t_M_a_p ___________________ _ Include King County Assessors Parcel No: 112305-9002, 947794TR-L Applicant: Kevin O'Brien Phone: 425-869-1300 Cell: -------- Business Address: 15 Lake Bellevue DR, #102 City/State: Bellevue, WA Zip: 98005 Attach a letter of request with this application, stating in detail: 1. Applicable City Code and Sub-ordinance 2. Items and quantities involved 3. Justification for request 4. Amount of time requested 5. Provide a vicinity map (8 Y," x 11") 6. Provide a drawing of the site (8 )I," x 11") Mail or drop off the completed application and map/drawing to: Steve lee, Development Engineering Manager City of Renton 1055 S Grady Way, 6'h Floor Renton, WA 98057 (425) 430-7299 Completed applications will be reviewed and a written determination issued approximately 3-4 weeks from t of receipt of application. You will be contacted if the application is incomplete or if additional ionise Applicant's Signature For City Use Only Deferral D New Offsite Onsite D Excess Right of Way D Extension Date D Underground D Slopes D Fee In lieu H :\CED\Data\Forms-T emplates\Self-Help Handouts \Public Works\RDWa ndDeferral .docx D Ne, Full Document Available upon Request EXHIBIT 14 Department of Community and Economic Development Planning Division ADMINISTRATIVE POLICY/CODE INTERPRETATION ADMINISTRATIVE POLICY/CODE INTERPRETATION#: Cl-73 -REVISED MUNICIPAL CODE SECTIONS: REFERENCE: SUBJECT: BACKGROUND: 4-2-110.A, 4-2-110.B, 4-2-110.D, 4-2-115, 4-11-020, and 4-11-230 Residential Building Height (RC thru RMF) Erratum Statement: Cl-73 implemented changes to the method of height measurement for structures in the RC through RMF zones. This erratum statement affects the two-story limitation for R-14 zoned properties by increasing it to three. Docket #116 advocates for increased height and story limits for select zones, including the RMF zone. The R-14 zone is transitional between the R-10 and RMF, and therefore R-14 standards are intended to offer a compromise between the restrictions of the R-10 and the allowances of the RMF zone. By limiting wall plate height to 24' yet allowing three stories, the R-14 zone would provide an appropriate transition between the R-10 and RMF zones with respect to building height. By definition, the current method to determine a building's height is to measure the average height of the highest roof surface from the grade plane (i.e., average grade). The maximum height allowed in the RC through R-14 zones is 30 feet (35' in the RMF). The implementation of a "maximum height" (RMC 4-2-110.A) as applied to roofed buildings is inconsistent and contradictory with the intent and purpose statements of Title IV related to residential design (RMC 4-2-115). Further, regulating the height of non-roofed structures is unenforceable by Title IV (except for Building Code). The ambiguity and contradictory aspects of the code exist for two reasons: 1. Height is measured to the midpoint of a roof; Full Document 2. Flat roofs are able to be as tall as buildings wi increases the building's massing. Available upon Request H:\CED\Planning\Tit!e tV\Docket\Administrative Policy Code lnterpretation\Cl-73\Code lnterr EXHIBIT 15 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT TREE RETENTION WORKSHEET Planning Division 1055 South Grady Way-Renton, WA 98057 Phone: 425--430-7200 I 1. Total number of trees over 6" diameter1 , or alder or cottonwood trees at least 8" in diameter on project site l] trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dangerous2 Trees in proposed public streets Trees in proposed private access easements/tracts Trees in critical areas' and buffers Total number of excluded trees: 3. Subtractline 2 from line l: trees trees trees & trees trees -u trees 4. Next, to determine the number of trees that must be retained4, multiply line 3 by: 5. 6. 7. 8. 0.3 in zones RC, R-1, R-4, R-6 or R-8 0.2 in all other residential zones 0.1 in all commercial and industrial zones List the number of 6" in diameter, or alder or cottonwood trees over 8" in diameter that you are proposing5 to retain 4: Subtract line 5 from line 4 for trees to be replaced: (if line 6 ls zero or less, stop here. No replacement trees are required} Multiply line 6 by 12" for number of required replacement inches: Proposed size of trees to meet additional pianting requirement: (Minimum 2" caliper trees required) 9. Divide line 7 by line 8 for number of replacement trees 6: {If remainder is .5 or greater, round up to the next whole number} 1 Measured at 4.5' above grade. 1/-' trees ___ ..,_ __ _ 51.'.,, trees ----~-- ( trees ---~--- inches -------inches per tree trees ------- 2 A tree certified, in a written report, as dead, terminally diseased, damaged, or otherwise dangerous to persons or property by a licensed landscape architect, or certified arborist, and approved by the Uty 3 Critical areas, such as wetlands, streams, floodplains and protected slopes, are defined in RMC 4~3-050, 4 Count only those trees to be rP.tained outside of critical areas and buffers. 5 The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per RMC 4-4-130H7~ 6 When the required number of protected trees cannot be retained, replacement trees, with at least a ti sin feet {6') tall, shall be planted. See RMC 4-4--130.H.1.e.{ii) for pro~ibited types of replacement trees. EXHIBIT 16 H:\CED\Oata\Forms-Templates\Self-Help Har.douts\Planning\Tree Retention Worksheet,aocx DEPARTMENT OF CC i/lUNITV AND ECONOMIC DEVELOPMENT A. ADMINISTRATIVE REPORT & DECISION DECISION: REPORT DATE: Project Nome: Owner: Applicant: Contact: File Number: Project Manager: Project Summary: Project Location: Site Area: 0APPROVED ~ APPROVED SUBJ April 8, 2016 Weston Heights Nert Awesome Yah Church, 702 Nile Avenue NE, Renton, WA 98059 Kevin O'Brien, Weston Heights, LLC, 15 Lake Bellevue Drive, Suite 102, Bellevue, WA 98005 Scott Mesic, Site Development Associates, LLC, 1724 W Marine View Drive, Suite 120, Everett, WA 98012 LUA16-000140 Jill Ding, Senior Planner The applicant is requesting Preliminary Short Plat approval, a Modification to the street standards (RMC 4-6-060) for a reduction in the required right-of-way dedication width, and Environmental (SEPA) Review for the subdivision of an existing 107,639 square foot (2.47 acre) site zoned Residential-4 (R-4) into 6 lots for the future construction of single family residences. The applicant is proposing to utilize the small lot cluster provisions, which would allow them to utH"ize the R-6 development standards in exchange for setting aside 20 percent of the site as open space with a soft surface public trail. The proposed lots would range in area from 7,173 square feet to 32,018 squar feet. An existing residence and detached outbuilding are proposed to remain o The proposed short plat would also result in the creation of 3 tracts (Tracts A, Private Road C. The Private Road is proposed to provide access to the a Heights Plat (LUA14-000958) to the south of the project site. Access to the proposed via residential driveways onto NE 7th Place. A Category Ill wet on the project site. A Category 3 wetland requires a 75-foot butte proposing a 25 percent buffer reduction with enhancement, which 56.25-foot wide enhanced buffer. 702 Nile Avenue NE (parcel nos. 112305-9002 and 947794TR-L) 107,639 square feet (2.47 acres) Project Location Map Admin Report_ Weston North Denis Law Mayor April 7, 2016 Community & Economic Development Department C.E."Chip"Vincent, Administrator Washington State Department of Ecology Environmental Review Section PO Box47703 Olympia, WA 98504-7703 Subject: ENVIRONMENTAL (SEPAi THRESHOLD DETERMINATION Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by the Environmental Review Committee (ERC) on April 4, 2016: SEPA DETERMINATION: Determination of Non-Significance Mitigated {DNS) PROJECT NAME: Weston Heights North Short Plat PROJECT NUMBER: LUAlG-000140, SHPL-A, ECF, MOD Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. on April 22, 2016, together with the required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by RMC 4-8-110 and information regarding the appeal process may be obtained from the City Clerk's Office, (425) 430-6510. Please refer to the enclosed Notice of Environmental Determination for complete details. If you have questions, please call me at (425) 430-7219. For the Environmental Review Committee, j»W:PU Jill Ding Senior Planner Enclosure cc: King County Wastewater Treatment Division Boyd Powers, Departm~nt of Natural Resources Karen Walter, Fisheries, Muckleshoot Indian Tribe Melissa Calvert, Muckleshoot Cultural Resources Program Gretchen Kaehler, Office of Archaeology & Historic Preservation Ramin Pazooki, WSDOT, NW Region Larry Fisher, WDFW Duwamish Tribal Office US Army Corp. of Engineers Renton City Hall • 10:::i.., JOuth Grady Way • Renton, Washington 98057 • rentonwa.gov DEPARTMENT OF COMIIJn.lNITY AND ECONOMIC DEVELOPMENT ENVIRONMENTAL (SEPA) DETERMINATION OF NON-SIGNIFICANCE (DNS) PROJECT NUMBER: APPLICANT: PROJECT NAME: LUA16-000140, SHPL-A, ECF, MOD Kevin O'Brien, Weston Heights, LLC, 15 Lake Bellevue Drive, Suite 102, Bellevue, WA 98005 Weston Heights North Short Plat PROJECT DESCRIPTION: The applicant is requesting Preliminary Short Plat approval, a Modification to the street standards (RMC 4-6-060) for a reduction in the required right-of-way dedication width, and Environmental (SEPA) Review for the subdivision of an existing 107,639 square foot (2.47 acre) site zoned Residential-4 (R-4) into 6 lots for the future construction of single family residences. The applicant is proposing to utilize the small lot cluster provisions, which would allow them to utilize the R-6 development standards in exchange for setting aside 20 percent of site site as open space with a soft surface public trail. The proposed lots would range in area from 7,173 square feet to 32,018 square feet. An existing residence and detached outbuilding are proposed to remain on Lot 1. The proposed short plat would also result in the creation of 3 tracts (Tracts A, B, and C) and a Private Road C. The Private Road is proposed to provide access to the abutting Weston Heights Plat (LUA14-000958) to the south of the project site. Access to the new lots is proposed via residential driveways onto NE 7th Place. A Category 3 wetland is mapped on the project site. A Category 3 wetland requires a 75-foot buffer. This applicant is proposing a 25 percent buffer reduction with enhancement, which would result in a 56.25-foot enhanced buffer. PROJECT LOCATION: 802 Nile Avenue NE (Parcel Nos. 112305-9002 and 947794TR-L) LEAD AGENCY: City of Renton Environmental Review Committee Department of Community & Economic Development 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). This Determination of Non-Significance is issued under WAC 197-11-340. Because other agencies of jurisdiction may be involved, the lead agency will not act on this proposal for fourteen (14) days. Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. on April 22, 2016. Appeals must be filed in writing together with the required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by RMC 4-8-110 and more information may be obtained from the Renton City Clerk's Office, (425) 430-6510. DEPARTMENT OF COMl\111.JNITY AND ECONOMIC DEVELOPMENT PUBLICATION DATE: DATE OF DECISION: SIGNATURES: Gregg Zimmerman, Administrator Public Works Department Community Services Department April 8, 2016 April 4, 2016 Date MarR Peterson, Administrator Fire & Emergency Services '-( I lf /1 fa ·~~ f>cv.~ 1tl1~fearr Date " ;c.E.""'chip" incent, Administrator \-0 Department of Community & Economic Development Date 1 -----------RelltOll 0 NOTICE OF ENVIRONMENTAL DETERMINATION ISSUANCE OF A DETERMINATION OF NONSIGNIFICANCE (DNS) POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: PROJECT NUMBER: LOCATION: WESTON HEIGHTS NORTH SHORT PLAT LUAlG-000140, ECF, SHPL-A, MOD 802 NILE AVE NE (PARCEL NOS. 112305-9002 AND 947794RT-L) Description: The applicant is requesting Preliminary Short Plat approval, a Modification to the street standards {RMC 4-6-060) for a reduction in the required right-of-way dedication width, and Environmental (SEPA) Review for the subdivision of an existing 107,639 square foot (2.47 acre) site zoned Residential-4 (R-4) into 6 lots for the future construction of single family residences. The applicant is proposing to utilize the small lot duster provisions, which would allow them to utilize the R-6 development standards in exchange for setting aside 20 percent of site site as open space with a soft surface public trail. The proposed lots would range in area from 7,173 square feet to 32,018 square feet. An existing residence and detached outbuilding are proposed to remain on Lot 1. The proposed short plat would also result in the creation of 3 tracts (Tracts A, B, and C) and a Private Road C. The Private Road is proposed to provide access to the abutting Weston Heights Plat (LUA14-000958) to the south of the project site. Access to the new lots is proposed via residential driveways onto NE 7th Place. A Category 3 wetland is mapped on the project site. A Category 3 wetland requires a 75-foot buffer. This applicant is proposing a 25 percent buffer reduction with enhancement, which would result in a 56.25-foot enhanced buffer. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITIEE {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 p.m. on April 22, 20161 together with the required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by City of RMC 4-8-110 and information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. IF THE ENVIRONMENTAL DETERMINATION IS APPEALED, A PUBLIC HEARING WILL BE SET AND ALL PARTIES NOTIFIED. li122 FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT AT (425) 430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION PLEASE INCLUDE THE PR NUMBER WHEN CALLING FOR PROPE E IDENTIFICATION. ----~~·~-----Denis Law c--C' f _ _:May:...m -----11_~~ April 7, 2016 Kevin O'Brien Weston Heights, LLC, 15 Lake Bellevue Drive, Suite 102 Bellevue, WA 98005 Community & Economic Development Department C.E. "Chip"Vincent, Administrator SUBJECT: ENVIRONMENTAL THRESHOLD (SEPA) DETERMINATION Weston Heights North Short Plat, LUA16-000140, SHPL-A, ECF, MOD Dear Mr. O'Brien: This letter is written on behalf of the Environmental Review Committee (ERC) to advise you that they have completed their review of the subject project and have issued a threshold Determination of Non-Significance. Please refere to the enclosed ERC Report and Decision for more details. Appeals of the environmental determination must be filed in writing on or before S:00 p.m. on April 22, 2016, together with the required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by RMC 4-8-110 and more information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. If the Environmental Determination is appealed, a public hearing date will be set and all parties notified. If you have any questions or desire clarification of the above, please call me at (425) 430-6598. For the Environmental Review Committee, j»1t.PU Jill Ding Senior Planner Enclosure cc: David Shenk/ Owner Scott Mesic/ Contact Kimberly Racine, Jon Newman/ Party(ies) of Record Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov Department of Community and Economic Developme1 NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITIEE RENTON, WASHINGTON The Environmental Review Committee has issued a Determination of Non-Significance (DNS) for the following project under the authority of the Renton municipal code. Weston Heights North LUA16-000140 Location: 702 NILE Ave NE. The applicant is requesting Preliminary Short Plat approval and SEPA Review for the subdivision of an existing 107,639 square foot (2.47 acre) site zoned Residential-4 (R-4) into 6 lots. A Category 3 wetland is mapped on the site. Appeals of the DNS must be filed in writing on or before 5:00 p.m. on April 22, 2016. Appeals must be filed in writing together with the required fee with: Hearing Examiner c/o City Clerk, City of Renton, 1055 S Grady Way, Renton, WA 98057. Appeals to the Hearing Examiner are governed by RMC 4-8-110 and more information may be obtained from the Renton City Clerk's Office, 425-430-6510. Publication Date: April 08, 2016 DEPARTMENT OF COM~ mY ----'--rlfenton e AND ECONOMIC DEVELOPMENT ENVIRONMENTAL REVIEW COMMITTEE REPORT ERC MEETING DATE: April 4, 2016 PART ONE: PROJECT BACKGROUND Project Nome: Project Number: Project Manager: Owner: Applicant: Contact: Project Location: Project Summary: Exist. Bldg. Area SF: Site Area: 107,639 sf STAFF RECOMMENDATION: Weston Heights North Short Plat LUA16-000140, SHPL-A, ECF, MOD Jill Ding, Senior Planner Awesome Yah Church, 702 Nile Avenue NE, Renton, WA 98059 Kevin O'Brien, Weston Heights, LLC, 15 Lake Bellevue Drive, Suite 102, Bellevue, WA 98005 Scott Mesic, Site Development Associates, LLC, 1724 W Marine View Drive, Suite 120, Everett, WA 98012 802 Nile Avenue NE (Parcel Nos. 112305-9002 and 947794TR-L) The applicant is requesting Preliminary Short Plat approval, a Modification to the street standards (RMC 4-6-060) for a reduction in the required right-of-way dedication width, and Environmental (SEPA) Review for the subdivision of an existing 107,639 square foot (2.47 acre) site zoned Residential-4 (R-4) into 6 lots for the future construction of single family residences. The applicant is proposing to utilize the small lot cluster provisions, which would allow them to utilize the R-6 development standards in exchange for setting aside 20 percent of site site as open space with a soft surface public trail. The proposed lots would range in area from 7,173 square feet to 32,018 square feet. An existing residence and detached outbuilding are proposed to remain on Lot 1. The proposed short plat would also result in the creation of 3 tracts (Tracts A, B, and C) and a Private Road C. The Private Road is proposed to provide access to the abutting Weston Heights Plat (LUA14- 000958) to the south ofthe project site. Access to the new lots is proposed via residential driveways onto NE 7th Place. A Category 3 wetland is mapped on the project site. A Category 3 wetland requires a 75-foot buffer. This applicant is proposing a 25 percent buffer reduction with enhancement, which would result in a 56.25-foot enhanced buffer. 3,804 sf Proposed New Bldg. Areo: N/A Total Building Area GSF: N/A Staff Recommends that the Environmental Review Committee issue a Determination of Non-Significance {DNS). Project Location Mop ERCRepa, ,stan Narth_16·000140 Final City of Renton Department of Communitv & Economic Development WESTON HEIGHTS NORTH SHORT PU Environmental Review Committee Report WA16-DDD14ll, SHPl-A, ECF, MOD Report of April 4, 2016 Page 2 of 3 I PART TWO: ENVIRONMENTAL REVIEW In compliance with RCW 43.21C.240, the following environmental (SEPA) review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. A. Environmental Threshold Recommendation Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials: Issue a DNS with a 14-day Appeal Period. B. Mitigation Measures C. 1. None recommended Exhibits Exhibit 1 Exhibit 2 Exhibit 3 Exhibit 4 Exhibit 5 Exhibit 6 Exhibit 7 Exhibit 8 Environmental Review Committee Report Critical Areas Report prepared by Sewall Wetland Consulting, Inc., dated February 8, 2016 Critical Area Mitigation Plan Preliminary Plat Map Landscape Plan Grading Plan Road, Site, and Utilities Plan Advisory Notes D. Environmental Impacts The Proposal was circulated and reviewed by various City Departments and Divisions to determine whether the applicant has adequately identified and addressed environmental impacts anticipated ta occur in conjunction with the proposed development. Staff reviewers have identified that the proposal is likely ta have the fa/lawing probable impacts: 1. Water a. Wetlands Impacts: The applicant submitted a Critical Areas Report prepared by Sewall Wetland Consulting, Inc., dated February 8, 2016 with the project application (Exhibit 3). One wetland (Wetland A) was identified on the project site. The majority of the wetland is located offsite to the south (within the abutting Weston Heights Plat, LUA14-000958), the northern tip of the wetland encroaches onto the south central portion of the project site. According to the submitted Critical Areas Report (Exhibit 3), the wetland met the criteria for a Category Ill wetland with 3 habitat points. A Category Ill wetland with 3-4 habitat points would have a standard buffer of 75 feet. Currently, the full 75-foot buffer consists of mowed lawn and provided little buffer function. The applicant is proposing a 25 percent buffer reduction, down to a minimum of 56.25 feet, with enhancement. The installation of woody trees and shrubs would provide a natural barrier to intrusion into the wetland, increase forage and species diversity for wildlife, increase a source of organic material that can contribute to the wetland, and increase the surface water flow path as ERC Report_Weston North_16-000140 Fino/ City of Renton Department of Commu, Economic Development WESTON HEIGHTS NORTH SHORT PLAT Report of April 4, 2016 Environmental Review Committee Report WA16·000140, SHPL·A, ECF, MOD Page 3 of 3 well as create shade for the wetland. The City's adopted Critical Areas Regulations (RMC 4-3-050) include requirements for wetland buffer reduction with enhancement. The proposal will be reviewed in conformance with the adopted Critical Areas Regulations as part of the staff recommendation for the Short Plat; therefore no further mitigation is recommended at this time. Mitigation Measures: No further mitigation recommended. Nexus: Not applicable. E. Comments of Reviewing Departments The proposal has been circulated to City Department and Division Reviewers. Where applicable, their comments have been incorporated into the text of this report and/or "Advisory Notes to Applicant." ./' Copies of all Review Comments are contained in the Official File and may be attached to this report. The Environmental Determination decision will become final if the decision is not appealed within the 14-day appeal period (RCW 43.21.C.075(3); WAC 197-11-680). Environmental Determination Appeal Process: Appeals of the environmental determination must be filed in writing together with the required fee to: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057, on or before 5:00 p.m. on April 22, 2016. RMC 4-8-110 governs appeals to the Hearing Examiner and additional information regarding the appeal process may be obtained from the City Clerk's Office, Renton City Hall -7'h Floor, (425) 430-6510. ERC Report_ Weston North_l6-000140 Final ,, \ ....__ _________ -·_'~lln, __ ~ __ -,-------~Jt}/i' ~ "'"""""""-~-i,----S=e=wa~=l~I ~W~e=tl=a=n=d'--C=o=n=s=u=lt=in_,_g'"',~l=n=c~. _ ~ FO Box880 Phone: 253-859-£615 Fal!Giy,WA~4 February 8, 2016 Kevin O'Brien Taylor Development, Inc. 15 Lake Bellevue Drive, Suite 102 Bellevue, WA. 98005 RE: Critical Area Report-Weston North City of Renton, Washington SWC Job #16-107 Dear Kevin, This report describes our observations of jurisdictional wetlands, streams and buffers on the proposed Weston North Preliminary Plat, located on Parcel# 1123059002, in the City of Renton, Washington. The 2.3 acre site is located in the SW 1/4 of Section 11, Township 23 North, Range 5 East of the W.M. in King County Washington. METHODOLOGY Ed Sewall of Sewall Wetland Consulting, Inc. inspected the site on June 17, 2015 as well as February 23, 2016. The site was reviewed using methodology described in the Corps of Engineers Wetlands Delineation Manual (Environmental Laboratory, 1987), and the Western Mountains, Valleys and Coast region Supplement (Version 2.0) dated June 24, 2010, as required by the US Army Corps of Engineers as well as the City of Renton. Soil colors were identified using the 1990 Edited and Revised Edition of the Munsell Soil Color Charts (Kollmorgen Instruments Corp. 1990). Full Document Available upon Request EXHIBIT 2 I ' - " -3N 3/IV 311N If EXHIBIT 3 (') WESTON HEIGHTS NORTH c..> 0 GRADING PLAN NILE AVE NE C:J I ,Q ---~-----~~~--- Co"""' ____ AUROCE I I I I I I I I Z' ::el: .:, ;,,, ::e: ial ol i\1 '" __,, !\ ~' ~II :E, ~, ~! z, O' "' --< ;< ll' " z ;; m, "' ~\ 3:11 !, I, EXHIBIT 4 t- ~ a:: t-"' t-u <( a:: t-<( ~Vld 'ldV:JSGNVl j , EXHIBIT 5 ADVISORY NOTES TO APPLICANT LUA 16-000140 Application Date: February 25, 2016 Name: Weston Heights North a -r Cityof, --------.1~t1JL01l Site Address: 702 NILE Ave NE RENTON, WA 98059 PLAN -Planning Review -Land Use Version 1 I rls~~i~i'i~'f?~if~~~i~i!V?/~si;'• , .. :·· T,;t;~]l;ff5(i\ti;~~n;l~Mii:t2t~sdiits~9ti~,cr?~@'rliHialij~~f, Title report not provided in review packet. Sufficient information on how the survey boundary was determined is not shown on survey drawings submitted. Basis of Bearing does not tie to the monuments shown on survey drawings submitted. Wall encroachment on the southeast corner of the property as called out on survey drawing. ROW Dedication legal & exhibit: Legal description as submitted does not close. Missing a call. Legal calls out 77th instead of 7th. Exhibit should have more calls and dimensions to help relate the leoal description to the exhibit Hard to follow as submitted. \al~'"~rii~t:ijffifc1Tlfa~tlf.~i#1•I1tH.,'1J)1:c\i'f.1i:J·:t·11lf,f:t*~ltJfi·it·telf66\\'ft!21~;(3(),'ifo~li"~f6&lh~i~r'~rW&\f~!lV: Recommendations: Environmental Impact Comments: 1. The fire impact fees are currently applicable at the rate of $495.10 per single family unit. Code Related Comments: 1. The fire flow requirement for a single family home is 1,000 gpm minimum for dwellings up to 3,600 square feet (including garage and basements). If the dwelling exceeds 3,600 square feet, a minimum of 1,500 gpm fire flow would be required. A minimum of one fire hydrant is required within 300 feet of the proposed buildings and two hydrants if the fire flow goes up to 1,500 gpm. Existing hydrant can be counted toward the requirements and are up to current code. Water availability certificate is required to be obtained from King County Water District 90. 2. Fire department apparatus access roadways are adequate as they exist ttf15~:ttriit1:t~:,~&ffut~i~,iiii~rf:i'.;:.~tf;::i,~tltlttrMllatiitr~iWi:t/8i1!ilt+J~I~~~i1 11!~rM~(,Y~~tt1Wt~J@;i Recommendations: DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT MEMORANDUM DATE: March 24, 2016 TO: Jill Ding, Senior Planner FROM: Ian Fitz James, Civil Plan Reviewer SUBJECT: Utility and Transportation Comments for the Weston Heights North Short Plat 702 Nile Avenue NE LUA 16 000140 I have reviewed the application for the Weston Height North Short Plat located at 702 Nile Avenue NE and have the following comments: EXISTING CONDITIONS WATER: Water service is provided by King County Water District 90. A water availability certificate from King County Water District 90 will need to be provided. SEWER: Sewer service is provided by the City of Renton. There is an existing 8" PVC sewer north of the site in NE 7th Place that flows from east to west. The sewer discharges to a manhole (COR Facility ID MH5572) in Nile Avenue NE. This manhole serves at the connection point to the 8" PVC sewer in Nile Avenue NE. The sewer in Nile Avenue NE flows frnm ~nuth to north. STORM DRAINGE: Drainage from the eastern portion of site currently flows southwest to an EXHIBIT 6 Ran: March 31, 2016 - ADVISORY NOTES TO APPLICANT LUA16-000140 PLAN -Planning Review -Land Use Version 1 I ;ei1r:tt16W2*'iii1lJl~~8A~~~tt ·,:t·J~ti:;1~,?t~~i4;tijtfi'ei~t.t~$~i,~l~tli~s;,1f1~~~111~~~,gt:fJrfAti>~lil't~;: central portion of the site. The western portion of the site flows west to an existing shallow ditch along the eastern frontage of Nile Avenue NE. Drainage from the shallow ditch flows south. There is an existing 12" storm drain north of the site along the eastern edge of NE 7th place that flows from east to west. This storm drain was installed as part of the Olympus Villa subdivision. The storm drain discharges to a stormwater detention pond near a low point in NE 7th Place at a Type 1 Catch Basin (COR Facility ID TED4003587). The detention pond (COR Facility ID 178003) is located in King County Parcel No. 6389300120. The detention pond was also installed as part of the Olympus Villa subdivision. Drainage from west of the low point of NE 7th Place is collected by Type 1 Catch basins and conveyed east to the same detention pond. Drainage from the detention pond is routed west along NE 7th Place to a Type 2 Catch Basin located at the intersection of NE 7th Place and Nile Avenue NE. From this catch basin, drainage flows south in a 15" storm drain along the eastern frontage of Nile Avenue NE. STREETS: The site is bounded to the north by NE 7th Place and to the west by Nile Avenue NE. Nile Avenue NE is classified as a neighborhood collector arterial. NE 7th Place is classified as a residential access street Per the King County Assessor's Map, the existing right of way for Nile Avenue NE is approximately 60' and the existing right of way for NE 7th Place is approximately 40'. CODE REQUIREMENTS WATER COMMENTS 1. Please obtain a water availability certificate from King County Water District 90 and provide it with the utility permit submittal. 2. Review of the water plans will be conducted by King County Water District 90 and the City of Renton Fire Department. 3. Plans approved by King County Water District 90 shall be routed to the City for final review prior to permit issuance. SEWER COMMENTS 1. An extension of the proposed 8" sewer main in Nile Avenue NE being permitted under the Weston Heights Plat (U 15 006162) will be required to serve 703 Nile Avenue NE. This extension will be reviewed under U15 006162. 2. Sewage from the existing house at 702 Nile Avenue NE is managed by a private on site system. The preliminary utility plan shows that this private system will remain for lot 1. A sewer stub will need to be installed to serve this lot. 3. The development is subject to a system development charge (SOC) for sewer service. The SOC for sewer service is based on the size of the domestic water service. The current SOC for sewer service with a 1" water meter installation is $2,242 per installation. Fees are payable at time of permit issuance. 4. This site is in the East Renton Interceptor Special Assessment District (SAD) and the fee is $316.80 per lot. Fees are payable at time of permit issuance. STORM DRAINAGE COMMENTS 1. Storm drainage improvements for the Weston Heights North Short Plat are being designed concurrently with the drainage improvements for the Weston Heights Plat, which is adjacent to the south. The Weston Heights Plat was reviewed for land use under LUA14 000958 and is being reviewed for a utilities permit under U15 006162. 2. A Preliminary Drainage Plan and Technical Information Report (TIR) completed by SDA were submitted to the City on February 25, 2016. The site is approximately 2.47 acres in size and is located in the City's Flow Control Duration Standard (Forested Conditions). The site is located in the Lower Cedar River drainage basin. The site contains multiple natural discharge locations that combine together as part of one Threshold Drainage Area (TOA) within a quarter mile downstream of the site. The project is proposing to detain surface runoff through three separate facilities to meet the City's Flow Control standards. The majority of the western portion of the site where the existing home sits will remain undisturbed. Disturbed areas in the western portion of the site along Nile Avenue NE will drain south to an underground detention vault that is being designed as part of the Weston Heights Plat. The detention vault will discharge south to a new storm drain and ultimately to a swale along the eastern frontage of Nile Avenue NE. The eastern portion of the site will drain south to a pond that is being designed as part of the Weston Heights Plat. The pond will discharge west to the existing wetland via a flow spreader. The northern frontage of the site along NE 7th Place will drain north to the existing Olympus Villa detention pond. The flow control structure for the Olympus Villa detention pond will be reconfigured to accommodate the historic release rates of the new area discharging to it. The wetland in the south central portion of the site will remain undisturbed. The Ran: March 31. 2016 Page 2 of 5 ADVISORY NOTES TO APPLICANT LUA 16-000140 e PLAN -Planning Review -Land Use Version 1 I t&gi~~;ing f!~~i~wboii,min~';:12\?1:t:•tt'J~i;'£;ri;'l1~,6sn1icfian'kllti~fue~'1· ~~s+4~0,mt'1..f1it;:1Jm~i'.j~i~~iuiJv, design maintains the natural discharge locations of the site. The project is proposing to use wetpools to meet the City's standards for Basic Water Quality treatment. The detention vault and pond that are proposed as part of the Weston Heights Plat are both designed to contain wetpools. The existing Olympus Villa detention pond also contains a wetpool. The proposed vault and pond will be public stormwater facilities. Access to these facilities per the City's amendments to the KCSWDM shall be provided. Storm facilities designed and permitted as part of the Weston Heights Plat shall be installed prior to construction of the Weston Heights North Short Plat. The project will also require individual lot Flow Control BMPs. Please see section 1.2.3.3 and Section C.1.3.1 of the City amendments to the KCSWDM for Flow Control BMP requirements. All core and special requirements shall be addressed in the updated TIR. The preliminary TIR is missing discussion of Special Requirement #6. Drainage improvements along all street frontages shall conform to the City's street standards. Storm drains should be located outside of the planter and the sidewalk. Required horizontal and vertical separation from other utilities shall be provided. The updated drainage plan and TIR will be required as part of the utility permit submittal. 3. The geotechnical report completed by Riley Group was submitted to the City on February 25, 2016. Per the report, this site is unsuitable for stormwater infiltration. 4. A Construction Stormwater General Permit from the Washington Department of Ecology will be required since clearing of the site exceeds one acre. 5. The development is subject to system development charges (SDC). The current SDCs are $1,485.00 per lot. Fees are payable at the time of permit issuance. TRANSPORTATION /STREET COMMENTS 1. Nile Avenue NE is a neighborhood collector arterial. Per RMC 4 6 060, the minimum right of way for a neighborhood collector arterial with two lanes is 83'. A 0.5' curb, 8' planting strip, and 8' sidewalk is required along the entire project frontage. The minimum pavement width is 46' with 30' as travel Janes and 8' of parking on both sides. A bicycle facility is required. The required turning radius for a collector arterial is 35'. a. The applicant submitted a formal modification request dated February 18, 2016 regarding the street standard along the Nile Avenue frontage. The applicant is proposing to use a half street section of 22' of pavement, a 0.5' curb, 8' planting strip, 5' sidewalk, and 1' clear behind the sidewalk along the Nile Avenue NE frontage. This is the same modification request the City received for the Weston Heights Plat to the south. City staff is recommending approval of the applicant's modification request. Please see the formal response to the modification request for more information. b. The City will require a modified half street section composing of 22' of pavement, a 0.5' curb, 8' planting strip, 5' sidewalk, and 1' clear behind the sidewalk. This matches the proposed street section for the Weston Heights Plat. c. The curb radius shown at the corner of NE 7th Place and Nile Avenue NE on the Preliminary Road Plan is shown as 25'. This does not meet the City's street standards. The required turning radius for an intersection involving a collector arterial is 35'. 2. NE 7th Place is a residential access street. Per RMC 4 6 060, the minimum right of way for a residential access street is 53'. A 0.5' curb, 8' planting strip, and 5' sidewalk is required along the entire project frontage. The minimum pavement width is 26' with 20' as travel Janes and 6' of parking on one side. The proposed street section for NE 7th Place meets the street standards for residential access streets. Ran: March 31, 2016 Page 3 of 5 ADVISORY NOTES TO APPLICANT LUA 16-000140 e PLAN -Planning Review -Land Use Version 1 I , .,,~.·->A:-~·~.·.,· .. /hi",.:'. <'Jc. d.· .;"",;,_i,/j,.1.);;-i;;.'.J.'.._:~~.~:,f .. f;i?J/f,.·)j. <4Ti:,~.;.f./;/·t.1:;f ?·;·'1ki.~tt.~<.;~$s>!~r:~.;; ·.'r·<.·:i· :.;.: ;.;··). ·: .. ; ( ··". \,,:,;-.{it;;,;;;,,,,~.::., 'J\~;;" .. (\'>{<~~.;,j(,.;Mh_.y.: •. ·:.·~:f".~St.t:'.-.1¥,~fi\~jf). '.!q'!f.· .i; ~.·::~ '.f.·i,(};{,~\ Eogmeermg ,Rev,eY!,i.,,,l!\l\'l~(lts ·,:;1:.,,,,,,,1,;;;tc?,,,k':~;";'":i;;;: ,C<!11tact} larl. F;1tz::Jqmes,142&:ll~0:72884 ,mwjaQJ!:l~·~.remorro!i'ii,,gov .. 3. Private Road C shall be designed to have a minimum 26' private access easement with a 20' pavement width. This will match the street section of the Private Road C continuation that is part of the Weston Heights Plat. No sidewalks or curbs would be required. The pavement thickness shall be 4" of hot mix asphalt over 6" of crushed surfacing top course. The curb radius at the intersection of Private Road C and NE 7th Place shall be 25'. The proposed street section for Private Road C meets these standards. 4. Street lighting analysis is required to be conducted by the developer along all frontages (Nile Avenue NE and NE 7th Place). Required street lighting shall be provided by the developer and be to City standards. 5. All driveways shall be located a minimum of 5' from the property line per RMC 4 4 080. The maximum width of a single loaded garage driveway shall not exceed 9' and double loaded garage driveway shall not exceed 16'. 6. Pavement thickness per RMC 4 6 060 shall be a minimum of 4" of hot mix asphalt over 6" of crushed surfacing top course. 7. Paving and trench restoration shall comply with the City's Trench Restoration and Overlay requirements. 8. The current transportation impact fee rate is $2,951.17 per single family home. The transportation impact fee that is current at the time of the building permit application will be levied. Payment of the transportation impact fee is due at the time of issuance of the building permit. GENERAL COMMENTS 1. The SDCs listed are for 2016. The fees that are current at the time of the building permit application will be levied. Please see the City of Renton website for the current SDCs. 2. The survey and all civil plans shall conform to the current City of Renton survey and drafting standards. Current drafting standards can be found on the City of Renton website. 3. A final survey that is stamped and signed by the professional land surveyor of record will need to be provided. All existing utilities need to be surveyed and shown. Please reference COR Maps for mapping and records of existing utilities in the project vicinity. 4. Separate plan submittals will be required for conslruction permits for ulility work and street improvements. All plans shall be prepared by a licensed Civil Engineer in the State of Washington. 5. Separate permits and fees for side sewers will be required. Please see the City of Renton website for currenl SDCs. Separate permits for water services shall be obtained from King County Water District 90. 6. Rockeries or retaining walls greater than 4 feet in height (including bury) will require a separate building permit. Structural calculations and plans prepared by a licensed engineer will be required. 7. Structural plans for the storm drainage vault shall be included with the civil plan submittal for the Weston Heights Plat. 8. A final tree removal/retention plan and landscape plan shall be included with the civil plan submittal. 9. When utility plans are complete, please submit four (4) copies of the plans, two (2) copies of the drainage report, an electronic copy of each, the permit application, an itemized cost of construction estimate, and apolication fee to the counter of the sixth floor. Recommendations: Street Modification Analysis: The applicant is requesting a modification from RMC 4 6 060F.2 "Minimum Design Standards Table for Public Streets and Alleys" to provide a 44 foot pavement section (one 11 foot thru lane in each direction, 12 foot two way left turn lane, and 5 foot bike lane each direction) centered on the right of way centerline, 0.5 curb, 8 foot planting strip, 5 foot sidewalk and 1 foot between the back of sidewalk and the right of way line for a total of 73 feet of right of way. The requested proposal removes the 8 foot parking on either side of the roadway and increases each lane width by 1 foot. The resulting right of way dedication is 6.5 feet along the east side of Nile Avenue NE. The proposal is compliant with the following modification criteria, pursuant to RMC 4 9 2500, if all conditions of approval are met. Ran: March 31, 2016 Page 4 of 5 ADVISORY NOTES TO APPLICANT LUA16-000140 PLAN -Planning Review -Land Use Version 1 I t~Jns~~8atiikg~tf~~~~J'}{ii~W',et'&~~ri~'i<~itii~: :sr\~r16~1~~~,~dH1 '42'5:,~~i~~~ft~ariirwJ~fiij ?~'ii1JfflJ1gov' Therefore, staff is recommending approval of the requested modification, subject to conditions as noted below: Compliance Street Modification Criteria and Analysis a. Substantially implements the policy direction of the policies and objectives of the Comprehensive Plan Land Use Element and the Community Design Element and the proposed modification is the minimum adjustment necessary to implement these policies and objectives. Staff Comment: The Community Design Element has applicable policies listed under a separate section labeled Streets, Sidewalks and Streetscapes. These policies address walkable neighborhoods, safety and shared uses. Two specific policies support the decision to modify the street standards to a modified Collector Arterial street in this residential area. These policies are Policy CD 102 and Policy CD 103 which state that the goal is to promote new development with "walkable places," "support grid and flexible grid street and pathway patterns," and "are visually attractive, safe, and healthy environments." The requested street modifications are consistent with these policy guidelines. b. Will meet the objectives and safety, function, appearance, environmental protection and maintainability intended by the Code requirements, based upon sound engineering judgment. Staff Comment: The City's Public Works Transportation section and Community and Economic Development section reviewed Nile Avenue NE and the surrounding area and have determined that the modified Collector Arterial street section is more suitable for this location of Nile Avenue NE. This determination was based on the fact that the roadway is directly adjacent to single family residences and there is insufficient space between the existing right of way and the existing homes to expand the roadway section to meet the full Collector Arterial street standards. c. Will not be injurious to other property(ies) in the vicinity. Staff Comment: The modified Collector Arterial street standards will meet the requirements for safe vehicular and pedestrian use within the existing right of way. d. Conforms to the intent and purpose of the Code. Staff Comment: This modification provides a safe pedestrian route in and around the existing neighborhood. e. Can be shown to be justified and required for the use and situation intended; and Staff Comment: The modified Collector Arterial street standards provide a safe design for vehicles and pedestrians. f. Will not create adverse impacts to other property(ies) in the vicinity. Staff Comment: There are no identified adverse impacts from this modification to modify Nile Avenue NE from the Collector Arterial street standards to the modified Collector Arterial street standards. ieit1~i!!l~!if~w:~M~\\%~~lf1.~tifi,J;1tlr;;1 :w~~~:)i£~11'::;pi~tt~~t~ll~:~il>Wii~~1~~fklilt;lilf &~! Recommendations: Minimal im act on olice services. Ran; March 31, 2016 Page 5 of 5 NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON·SIGNIFICANCE (DNS) r~r~E:i~:~~~:~:~ :;::. H~i :;~:~::~:1~11~h;1~:::;::~!~"=:~"~:?~:1::,:: ~::~~'c':.o.;; OATEOFNOTICEOl'APPLKJ\TION ApPUCANT/PROJECTCO~TACTPCR50N: s,ottM0<1,,Sl .. o .... 1,pmont.0..1l><L>"'>/llHM•nn1\fi .... Or.,Ste 11ME••nlt,WA981ll.lj4U..,IH533>ulll/ ,mul~••••n.,no•""'"' >ormlt:I/Re,j<WRoq"•>11<1: <nvlrnnm..,..l(SEMIRev!o.o,'ihart>lotR .. 111W othe, f'ermlt:lwhl<h ,r,~Oo "''l""~d: avllaln,Pormlt, Con5tr\lction l'<lrmlt :~;:",~;~:u';~•,;o (~~ :t::0::.,•ci_;~ ',~:~:,~ ~,::,~: %~~·~,~~;:;:;~,';.~~'~;'\~:c:~:;o1•~ ,omple,e "'" WrnonHelghu~octhSfort>•at/LJA16-00Q14~.,LF >~PLA -------"""""'"'----- \.<>cat1onwhe«1pol"a'loon>av bere,<1,wed: D,p,rtmontofCommunltyl.[ooru,mlcD""•lapmontlCED)-Plaanlng Div;,;on,>ixth"1oorRonlonC1fyHall,1D555outhGradvWay,Rent<>n,WA !<>ntng/L.andu,o: Tho,uh1ect,i:el,oul1nat,dCOMP·JILOO"theCtyolRonronComp,ehen,i,e .,,,d•.,;eMopondR-'lontneClty,Zon,nKM•o Cnv,ranmontalDacumont<that [vAluato1iioF'fapo,edP,oJ•ct f;v<onmentoll5cPAICC,ockl1>t Oo,oiopmffltR01ulot•on• LI,o,;!Fo,ProJoctMlllption· Theo,01ectw,llbe<,Ol•rttoui,c,ty',!M~o,dinanc, RMC1·2-110,1,,<-,o50, 4-l-01'!,..+UO,l-o--Of>0,4·7.070ant!otnorapPl,cablecode,androgulatlan, P,af'0'5odMltipt!onMoan,""': 'lanearoreco,re,endedactho<~mo Common1>on,noah<Mt•PPIU:at,onmunbo,uhmlttedlnl"rlt!n1toJ1ilOln1,5•nlorP!annor,UO-Pl•nnl""DI"~""• 1055 South GradyW••• Honton, WA 91~57. by 5 00 PM on March 14, W16. ,fvou '"""'°"'""'about ,n1, praoo5il. :·h:,::u:,~; ;;::,~:::~:~;!~,::':,'.~: :~~~::•; ~:~';~~:::d :.:: ;~H0~e~!~~:~0!;~.~::~~.~~" A.":~;,: oro1ect.J\<oPVOfth•<"b<•'l""·''hr.,h<,lddetorm1na1>on,sal'3,l•olospon·•su,rt. CONTACT PERSON: Jill Ding, Senior Planner; Tel: (425) 430-7219; Eml: jdinr@rentonwa.gov CERTIFICATION JI'/ 3 I, ---""''"-'-L-..'-J..LL~:>.-----' hereby certify that_ copies of the above document conspicuous places or nearby the described property on Date:._3~/'--'-/_0/'-'-- 1/1,, ____ _ Signed: (JJ..fl ll6 {/ STATE OF WASHINGTON 55 COUNTY OF KING I certify that I know or have satisfactory evidence that _ _,-:::S-"'-';'--'\'-\.--1)-,-.:..~=--------- signed this instrument and acknowledged it to be his/her/their free aml;J;luntary act for the uses and purposes mentioned in the instrument. Notary (Print): (;1 . 0--" , 1 7 ,/"o~ =ivly appointment expires. Vv4~,~~~G'\ ,,J . \I\\\\\\\"\'-''' ~ 201:t On the 10th day of March, 2016, I deposited in the mails of the United States, a sealed envelope containing Notice of Application and Acceptance documents. This information was sent to: Agencies Scott Mesic Kevin O'Brien David Shenk, Awesome Yah Church 300' Surrounding Properties (Signature of Sender): STATE OF WASHINGTON COUNTY OF KING ) ) ss ) See Attached Contact Applicant Owner See Attachec J I certify that I know or have satisfactory evidence that 5oJon "-a.. 'ti\~ra.rs\e signed this imtrument and acknowledged it to be his/her/their free and voluntary ~~r~{~~~~d purposes mentioned in the instrument. -5' '<:_.,,,\,\\11,11 11 o 111 _? .:-""~o;.•1S.t1oi\ ~ 't;, ~ C? := (., "1,01' ((I,\ ~ 'l. :;:: -f # ,. ..,,p ~t ?J ~ Dated: Ww ID .loJ& ' My appointment expires: Weston Heights North Short Plat LUA16-000140, ECF, SHPL-A template ~ affidavit of se,vice by mailing Dept. of Ecology 0 Environmental Review Section PO Box47703 Olympia, WA 98504-7703 WSDOT Northwest Region* Attn: Ramin Pazooki King Area Dev. Serv., MS-240 PO Box 330310 Seattle, WA 98133-9710 US Army Carp. of Engineers • Seattle District Office Attn: SEPA Reviewer PO Box C-3755 Seattle, WA 98124 Boyd Powers*** Depart. of Natural Resources PO Box 47015 Olympia, WA 98504-7015 KC Dev. & Environmental Serv. Attn: SEPA Section 35030 SE Douglas St. #210 Snoqualmie, WA 98065 Metro Transit Senior Environmental Planner Gary Kriedt 201 South Jackson Street KSC-TR-0431 Seattle, WA 98104-3856 Seattle Public Utilities Jalaine Madura1 Attn: SEPA Responsible Official 700 Fifth Avenue, Suite 4900 PO Box 34018 Seattle, WA 98124-4018 AGENCY (DOE) LEITER MAILING (ERC DETERMINATIONS) Dept. of Ecology** Muckleshoot Indian Tribe Fisheries Dept.*"' Attn: Misty Blair Attn: Karen Walter or SEPA Reviewer PO Box 47703 39015 -172nd Avenue SE Olympia, WA 98504-7703 Auburn, WA 98092 Duwamish Tribal Office * Muckleshoot Cultural Resources Program ** 4717 W Marginal Way SW Attn: Laura Murphy Seattle, WA 98106-1514 39015 11t'd Avenue SE Auburn, WA 98092-9763 KC Wastewater Treatment Division* Muckleshoot Cultural Resources Program ** Environmental Planning Supervisor Attn: Erin Slaten Ms. Shirley Marroquin 39015 172"' Avenue SE 201 s. Jackson ST, MS KSC-NR-050 Auburn, WA 98092-9763 Seattle, WA 98104-3855 WDFW -Larry Fisher* Office of Archaeology & Historic Preservation* 1775 12th Ave. NW Suite 201 Attn: Gretchen Kaehler Issaquah, WA 98027 PO Box 48343 Olympia, WA 98504-8343 City of Newcastle City of Kent Attn: Tim McHarg Attn: Charlene Anderson, AICP, ECO Director of Community Development 220 Fourth Avenue South 12835 Newcastle Way, Ste 200 Kent, WA 98032-5895 Newcastle, WA 98056 Puget Sound Energy City of Tukwila Wendy Welker1 Community Svcs. Mgr. Jack Pace, Responsible Official 355 110'" Ave NE 6200 Southcenter Blvd. Mailstop EST llW Tukwila, WA 98188 Bellevue, WA 98004 Puget Sound Energy Doug Corbin, Municipal Liaison Mgr. 6905 South 228'" St Kent, WA 98032 *Note: If the Notice of Application states that it is an "Optional DNS", the marked agencies and cities will need to be sent a copy of the Environmental Checklist, Site Plan PMT, and the Notice of Application. **Department of Ecology is emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice to the following email address: sepaunlt@ecy.wa.gov *"' Karen Walter, Laura Murphy and Erin Slaten with the Muckleshoot Indian Tribe Fisheries Dept. are emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice to the following email addresses: KWalter@muckleshoot.nsn.us / Laura.murphy@muckleshoot.nsn.us L erin.s laten@muckles hoot.nsn. us ***Department of Natural Resources is emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice the following email address: sepacenter@dnr.wa.gov template -affidavit of service by mailing David Shenk Awesome Yah Church 702 Nile Ave NE Renton. WA 98059 Kevin O'Brien Weston Heights, LLC 15 Lake Bellevue Dr, 102 Bellevue. WA 98005 Scott Mesic Site Development Assoicates 1724 W Marine Dr, 120 Everett, WA 98012 6389300020 1123059002 9477940240 ARORA VANEET+AARTI GUMBER AWESOME YAH CHURCH BALZER JERRY R+DEASON JOLI 701 PASCO PL NE 702 NILE AVE NE 659 PASCO PL NE RENTON, WA 98059 RENTON, WA 98059 RENTON, WA 98059 6389300030 7708201140 1123059084 BERENJI MANI BERNSTEIN JASON E+STACEY BRAR BHUPINDER SINGH+KAUR K 707 PASCO PL NE 5614 NE 6TH PL 16852 34TH AVES RENTON, WA 98059 RENTON, WA 98059 SEATAC, WA 98188 1123059085 9477940220 9477940160 BRAR BHUPINDER SINGH+KAUR K CHAN LOUISE YIN LEE CHAU KWAN+TERESA LY 752 Nile Ave NE 671 PASCO PL NE 652 PASCO PL NE Renton, WA 98059 RENTON, WA 98059 RENTON, WA 98059 6389300110 1123059035 6389300040 CHU MAY-FONG (TRUSTEE) COLEMAN DION P COLLERAN CRYSTAL A+THOMAS P 920 GRANITE DR UNIT 402 5821 NE 8TH ST 5838 NE 7TH PL PASADENA,CA 91101 ISSAQUAH, WA 98027 RENTON, WA 98059 9477940180 1123059032 1946000230 CREWS RICHARD E+NORMA R FAEHNRICH JARROD+MELANIE FLINK GERALD+TERRI 5920 NE 7TH ST 751 ORCAS AVE NE 5615 NE 7TH PL RENTON, WA 98059 RENTON, WA 98059 RENTON, WA 98059 1946000260 1946000250 7708201170 FOTI NICHOLAS J GANEM JASON+CECILIA HA TAM XUAN 5633 NE 7TH PL 5627 NE 7TH PL 5632 NE 6TH PL RENTON, WA 98059 RENTON, WA 98059 RENTON, WA 98059 9477940170 1946000240 6389300060 HARRIS MICHAELJ+VALERIE K HAYES CHRISTOPHER CARTER+JA HOLMESJURELL 658 PASCO PL NE 5621 NE 7TH PL 5826 NE 7TH PL RENTON, WA 98059 RENTON, WA 98059 RENTON, WA 98059 1123059053 9477940210 7708201160 HOOVER RODDIE HU HONGGANG IYER PRASHANT+SETH POOJA 758 NILE AVE NE 677 PASCO PL NE 5626 NE 6TH PL RENTON, WA 98059 RENTON, WA 98059 RENTON, WA 98059 1946000220 7708201150 6389300100 JAKOBSEN PETER+BEATA KALIDINDI RAJESH+SANTHI KAN LAW KA LEUNG+TAN FE! WONG 5609 NE 7TH PL 5620 NE 6TH PL 5802 NE7TH PL RENTON, WA 98059 RENTON, WA 98059 RENTON, WA 98059 1946000010 1946000040 1946000030 LIU GUOQIANG+DONGDONG ZHANG LOCK BETTY S MENON CHANGARADIL+SHREEJA M 5640 NE 7TH PL 29025 15TH PL SOUTH 5628 NE 7TH PL RENTON, WA 98059 FEDERAL WAY, WA 98003 RENTON, WA 98059 6389300050 1123059068 6389300130 MOORE GEORGE M+SANDRA NEWMAN JON+LINDA OLYMPUS VILLA HOA 5832 NE 7TH PL 8070 LANGSTON RDS 9720 NE 120TH PL RENTON, WA 98059 SEATILE, WA 98178 KIRKLAND, WA 98034 7708201180 9477940190 1023059259 PALANCHUK GEORGIY PANG TUREN+MONA POWERS JACK M+DENISE T 715 NILE AVE N 5914 NE 7TH ST 703 NILE AVE NE RENTON, WA 98059 RENTON, WA 98059 RENTON, WA 98059 9477940250 6389300120 6389300010 RACINE MARC A+KIMBERLY G RENTON CITY OF SHRIRAM ALOK 653 PASCO PL NE 1055 S GRADY WAY 700 PASCO PL NE RENTON, WA 98059 RENTON, WA 98055 RENTON, WA 98059 1123059067 1123059068 1946000270 SINGH SANDEEP SINGH SANDEEP SINNED JOSEPH G+OLGA V 26920 108TH AVE SE 622 Nile Ave NE 5639 NE7TH PL KENT, WA 98030 Renton, WA 98059 RENTON, WA 98059 9477940230 6389300070 9477940200 $OLIVEN LAWRENCE P+KHANH C SQUILLACIOTI JOSEPH SALVATO TSE CHUN HING 665 PASCO PL NE 5820 NE 7TH PL 5908 NE 7TH ST RENTON, WA 98059 RENTON, WA 98059 RENTON, WA 98059 1946000020 6389300080 1023059021 TSU MICHAEL WALLJASON K WEGNER BRETI+MARY K 5634 NE 7TH PL 5814 NE 7TH PL 665 NILE AVE NE RENTON, WA 98059 RENTON, WA 98059 RENTON, WA 98059 1123059010 1123059092 9477940540 WESTON HEIGHTS LLC C/0 TAYL WESTON HEIGHTS LLC C/0 TAYL WINDWOOD HOMEOWNERS ASSOC 15 LAKE BELLEVUE STE 102 15 LAKE BELLEVUE STE 102 PO BOX 3506 BELLEVUE, WA 98005 BELLEVUE, WA 98005 RENTON, WA 98056 1123059087 6389300090 1123059039 WINTERMYER EDWARD WONG KENG+LUI DAISY LAI-YI WOO RAYMOND 12050 148TH AVE SE 5805 NE 7TH PL 14404 SE 87TH ST RENTON, WA 98059 RENTON, WA 98059 NEWCASTLE, WA 98059 Leslie Betlach Plan Number: Site Address: LUA16-000140 702 NILE AVE NE Plan Review Routing Slip Name: Weston Heights North Description: The applicant is requesting Preliminary Short Plat approval, a Modification to the street standards (RMC 4-6-060) for a reduction in the required right-of-way dedication width, and Environmental (SEPAi Review for the subdivision of an existing 107,639 square foot (2.47 acre) site zoned Residential-4 (R-4) into 6 lots for the future construction of single family residences. The applicant is proposing to utilize the small lot cluster provisions, which would allow them to utilize the R -6 development standards in exchange for setting aside 20 percent of site site as open space with a soft surface public trail. The proposed lots would range in area from 7,173 square feet to 32,018 square feet. An existing residence and detached outbuilding are proposed to remain on Lot 1. The proposed short plat would also result in the creation of 3 tracts (Tracts A, B, and C) and a Private Road C. The Private Road is proposed to provide access to the abutting Weston Heights Plat (LUA14-000958) to the south of the project site. Access to the new lots is proposed via residential driveways onto NE 7th Place. A Category 3 wetland is mapped on the project site. A Category 3 wetland requires a 75-foot buffer. This applicant is proposing a 25 percent buffer reduction with enhancement, which would result in a 56.25 -foot enhanced buffer. Review Type: Date Assigned: Community Services Review-Version 1 03/10/2016 Date Due: 03/24/2016 Project Manager: Jill Ding Environmental Impact Earth Anima!s Air Environmental Health Water Energy/Natural Resources Plants Housing Land/Shoreline Use Aesthetics Where to enter your comments: Manage My Reviews Which types of comments should be entered: Light/Glare Historic/Cultural Preservation Recreation Airport Envi ronmenta I Utilities 10,000 Feet Transportation 14,000 Feet Public Service Recommendation -Comments that impact the project including any of the Enivornmental Impacts above. Correction -Corrections to the project that need to be made before the review can be completed and /or requesting submittal of additional documentation and/or resubmittal of existing documentation. What statuses should be used: Reviewed -J have reviewed the project and have no comments. Reviewed with Comments -I have reviewed the project and and I have comments entered in Recommendations. Correction/Resubmit -I have reviewed the project and the applicant needs to submit and/or resubmit documentation and I have added corrections in Corrections. Terry Flatley ----~Renton 0 Plan Review Routing Slip Plan Number: Site Address: LUAlG-000140 702 NILE AVE NE Name: Weston Heights North Description: The applicant is requesting Preliminary Short Plat approval, a Modification to the street standards (RMC 4-6-060) for a reduction in the required right-of-way dedication width, and Environmental (SEPA) Review for the subdivision of an existing 107,639 square foot (2.47 acre) site zoned Residential-4 (R-4) into 6 lots for the future construction of single family residences. The applicant is proposing to utilize the small lot cluster provisions, which would allow them to utilize the R *6 development standards in exchange for setting aside 20 percent of site site as open space with a soft surface public trail. The proposed lots would range in area from 7,173 square feet to 321018 square feet. An existing residence and detached outbuilding are proposed to remain on Lot 1. The proposed short plat would also result in the creation of 3 tracts (Tracts A, B, and C) and a Private Road C. The Private Road Is proposed to provide access to the abutting Weston Heights Plat (LUA14-000958) to the south of the project site. Access to the new lots Is proposed via residential driveways onto NE 7th Place. A Category 3 wetland is mapped on the project site. A Category 3 wetland requires a 75-foot buffer. This applicant is proposing a 25 percent buffer reduction with enhancement, which would result in a 56.25 -foot enhanced buffer. Review Type: Community Services Review-Version 1 Date Assigned: 03/10/2016 Date Due: 03/24/2016 Project Manager: Jill Ding Environmental Impact Earth Animals Air Environmental Health Water Energy/Natural Resources Plants Housing Land/Shoreline Use Aesthetics Where to enter your comments: Manage My Reviews Which types of comments should be entered: Light/Glare Historic/Cultural Preservation Recreation Airport Environmental Utilities 10,000 Feet Transportation 14,000 Feet Public Service Recommendation -Comments that impact the project including any of the Enivornmental Impacts above. Correction -Corrections to the project that need to be made before the review can be completed and /or requesting submittal of additional documentation and/or resubmittal of existing documentation. What statuses should be used: Reviewed -I have reviewed the project and have no comments. Reviewed with Comments -I have reviewed the project and and I have comments entered in Recommendations. Correction/Resubmit -I have reviewed the project and the applicant needs to submit and/or resubmit documentation and I have added corrections in Corrections. Street Trees: On NE 7 Place: Street trees shall be Redmond Linden (Tilia americana x euchlora). Tree shall be· spaced a minimum of 50 feet on-center, 30 feet from street lights, 10 feet from direveways, 6 feet from hydrants and water lines. On Nile Avenue NE: Street trees shall be spaced a minimum distance of 30 feet on-center or'wider. Signature of Director or Authorized Representative Date If you would like to be a party of record to receive further information o form and return to: City nton, CED -Planning Division, 1055 So. Grady Way, Name/File No.: Weston Heights North Short Plat/LUA16-000140, ECF, SHPL-A NAME ...J o /\J /\/~1.,11,1 A ti MAILING ADDRESS:&' 0 7 0 lA/1/GSfrJ /.J I<!) So City/State/Zip: TELEPHONE NO.: 4;_ 5 -<-'2,,,(, -F 5 1? is proposed project, complete this in, WA98057. s1:AT[L.E wA. ) March 10, 2016 Scott Mesic Site Development Associates, LLC 1724 W Marine View Dr., Ste 120 Everett, WA 98012 Community & Economic Development Department C.E."Chip"Vincent, Administrator Subject: Notice of Complete Application Weston Heights North, LUA16-000140, ECF, SHPL-A Dear Mr. Mesic: The Planning Division 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 April 4, 2016. Prior to that review, you will be notified if any additional information is required to continue processing your application. Please contact me at (425) 430-6598 if you have any questions. Sincerely, Jill Ding Senior Planner cc: Awesome Yah Church/ Owner(s) Kevin O'Brien/ Applicant Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov -------·,,.,,------iten ton 0 NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE (DNS) A Master Application has been filed and accepted with the Department of Community & Economic Development (CED)-Planning Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. DATE OF NOTICE OF APPLICATION: LAND USE NUMBER: PROJECT NAME: March 10, 2016 LUA16-000140, ECF, SHPL-A Weston Heights North PROJECT DESCRIPTION: The applicant is requesting Preliminary Short Plat approval, a Modification to the street standards (RMC 4-6-060) for a reduction in the required right-of-way dedication width, and Environmental (SEPA) Review for the subdivision of an existing 107,639 square foot (2.47 acre) site zoned Residential-4 {R-4) into 6 lots for the future construction of single family residences. The applicant is proposing to utilize the small lot cluster provisions, which would allow them to utilize the R-6 development standards in exchange for setting aside 20 percent of site as open space with a soft surface public trail. The proposed lots would range in area from 7,173 square feet to 32,018 square feet. An existing residence and detached outbuilding are proposed to remain on Lot 1. The proposed short plat would also result in the creation of 3 tracts {Tracts A, B, and C) and a Private Road C. The Private Road is proposed to provide access to the abutting Weston Heights Plat (LUA14-000958) to the south of the project site. Access to the new lots is proposed via residential driveways onto NE 7th Place. A Category 3 wetland is mapped on the project site. A Category 3 wetland requires a 75-foot buffer. This applicant is proposing a 25 percent buffer reduction with enhancement, which would result in a 56.25-foot enhanced buffer. PROJECT LOCATION: 702 Nile Ave NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE (DNS): As the Lead Agency, the City of Renton 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 ls using the Optional DNS process to give notice that a DNS is like!y to be issued. Comment periods for the project and the proposed DNS are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non-Significance {DNS). This may be the only opportunity to comment on the environmental impacts of the proposal. A 14-day appeal period will follow the issuance of the DNS. PERMIT APPLICATION DATE: NOTICE OF COMPLETE APPLICATION: APPLICANT/PROJECT CONTACT PERSON: Permits/Review Requested: Other Permits which may be required: Requested Studies: February 25, 2016 March 10, 2016 Scott Mesic, Site Development Associates/ 1724 Marine View Dr., Ste 120/ Everett, WA 98012/ 425-486-6533 x103/ smesic@sdaengineers.com Environmental (SEPA) Review, Short Plat Review Building Permit, Construction Permit Drainage Report, Geotechnical Report, Wetland Assessment If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, CED -Planning Division, 1055 So. Grady Way, Renton, WA 98057. Name/File No.: Weston Heights North Short Plat/LUA16-000140, ECF, SHPL-A NAME:---------------------------------- MAILING ADDRESS, _______________ City/State/Zipc __________ _ TELEPHONE NO.: -------------- Location where appli be reviewed: CONSISTENCY OVERVIEW: Zoning/Land Use: 1may Environmental Documents that Evaluate the Proposed Project: Development Regulations Used For Project Mitigation: Proposed Mitigation Measures: Department of Community & Economic uevelopment (CED)-Planning Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98057 The subject site is designated COMP-RLD on the City of Renton Comprehensive Land Use Map and R-4 on the City's Zoning Map. Environmental (SEPA) Checklist The project will be subject to the City's SEPA ordinance, RMC 4-2-llOA, 4-3~050, 4-4-070, 4-4-130, 4-6-060, 4-7-070 and other applicable codes and regulations as appropriate. None are recommended at this time. Comments on the above application must be submitted in writing to Jill Ding, Senior Planner, CED -Planning Division, 1055 South Grady Way, Renton, WA 98057, by 5:00 PM on March 24, 2016. If you have questions about this proposal, or wish to be made a party of record and receive additional notification 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. A copy of the subsequent threshold determination is available upon request. CONTACT PERSON: Jill Ding, Senior Planner; Tel: (42S) 430-7219; Eml: jding@rentonwa.gov KeCity of Renton LANO USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) PROJECT INFORMATION PROJECT OR DEVELOPMENT NAME. NAME: Awesome Yah Church Weston Heights North PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE· ADDRESS:702 Nile Ave NE 702 Nile Ave NE Renton, Wa 98059 CITY: Renton ZIP:98059 TELEPHONE NUMBER ~2S) 1¥S-&ff/ KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S) 112305-9002, 947794TR-L APPLICANT (if other than owner) EXISTING LAND USE(S): NAME Kevin O'Brien Single Family Residence/ Tract Lot PROPOSED LAND USE(S): COMPANY (if applicable): Weston Heights, LLC Single Family Residence ADDRESS:15 Lake Bellevue Drive Suite #102 EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Residential Low Density PROPOSED COMPREHENSIVE PLAN MAP CITY: Bellevue ZIP:98005 DESIGNATION (if applicable) N/A EXISTING ZONING· TELEPHONE NUMBER:425-869-1300 R-4 CONTACT PERSON PROPOSED ZONING (1f applicable) Small Lot Cluster usina R-6 standards NAME· Scott Mesic SITE AREA (in square feet) 107.639 sf SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE COMPANY (if applicable): Site Development Associates. LLC DEDICATED· 9,023 sf ADDRESS· SQUARE FOOTAGE OF PRIVATE ACCESS 1724 W Marine View Dr Suite #120 EASEMENTS· 4.059 sf PROPOSED RESIDENTIAL DENSITY IN UNITS PER CITY: Everett ZIP:98012 NET ACRE (if applicable} 2 79 TELEPHONE NUMBER AND EMAIL ADDRESS NUMBER OF PROPOSED LOTS (if applicable) 6 (425) 486-6533 X 103 smesic@sdaengineers.com NUMBER OF NEW DWELLING UNITS (if applicable): 5 (1 existing single family residence will remain) ·-L \\ JserslJust1n Holland\AppData 1Local\M1crosoft\ W1ndmvs\l NetCache\Content.Outlook\K 1 XPQB49 ,J _Mastaapp doc -1- I PROJECTINFORMAT~IO_N_~(c_o_n_ti_n_u_ed~I)~~~~~~~~ NUMBER OF EXISTING DWELLING UNITS (if applicable): 1 PROJECT VALUE· $446,000 SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): Approximately 12,500 sf IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): 1,140 sf SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): N/A LI AQUIFIER PROTECTION AREA ONE D AQUIFIER PROTECTION AREA TWO D FLOOD HAZARD AREA ___ sq ft SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): 2,079 sf (Quonset D GEOLOGIC HAZARD ___ sq. ft. Hut), 585 sf (shop) NET FLOOR AREA ON NON-RESIDENTIAL BUILDINGS (if D HABITAT CONSERVATION ___ sq.ft applicable): 2,079 sf to remain (the shop will be removed) D SHORELINE STREAMS & LAKES ___ sq. ft. NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): • WETLANDS 882 sq ft LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following information included) SITUATE IN THE SW QUARTER OF SECTION _1_1_, TOWNSHIP __n_, RANGE _5_, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON AFFIDAVIT OF OWNERSHIP I, (Print Name/s) Awesome Yah Church , declare under penalty of perjury under the laws of the State of Washington that I am (please check one} _X __ the current owner of the property involved in this application or __ the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing statements and answers herein contained and the 1nformat1on herewith are 1n all respects true and correct to the best of my knowledge and belie~ 944 C ~L 212-~/zo~ -~~----,,-~-- Signature of~Representative Date Date STATE OF WASHINGTON ) ) ss COUNTY OF KING ) I certify that I know or have satisfactory evidence that i)4 /// d C · ,5,/lfYI J< signed this Instrument and acknowledge it to be his/her/their free and voluntary act fa uses and purpose mentioned in the instrument. Dated Notary Public 1n an the St te of ashington T.M.COTTON BTl OF WASHltlGTON /-1;(!?.1f/l\" I Notary (Print): -~-~~/1,,~~Ll=~-U_l~Y _________ _ NOTARY PUBLIC MY COMMISSION EXPIRES My appointment expires ---'--'=~~---~/~c}~· _-~;2_-~lfj~/;~~--------- C.\UsersVusti ,Holland\AppD~'i,2vtcrosoft\Windo"' \INetCache'.Content Outlook\KTXPQB49\3_Masterapp doc -2- f --~OJ .M .T i .4<.H ,''-41><<:!"'W .-i !TAT2 I :)IJ8UCI YAATOM ' ': l<'i'lX] ll'!,.,'2!Mf,I0."1 'fM Board of Directors' Authorization for Church Property Sale: The undersigned, being the Directors of AWESOME YAH CHURCH, authorize the President David C. Shenk to sign all necessary documents on behalf of the Church to accomplish the sale of the property for one million and no/100th dollars ($1,000,000.00) and according to those terms specified in a Purchase and Sale Agreement for the property designated as King County Tax Parcel Number 112305900204. Date Director Lawrence R. Shenk Date Director Richard C. Shenk ~/z 'I ,/2-0 ,6_, Date PRtAPPLICATION MEETING FOR Weston Heights North Short Plat 702 Nile Avenue NE PRE 15-000617 CITY OF RENTON Department of Community & Economic Development Planning Division September 17, 2015 Contact Information: Planner: Jill Ding, 425.430.6598 Public Works Plan Reviewer: Vicki Grover, 425.430. 7291 Fire Prevention Reviewer: Corey Thomas, 425.430.7024 Building Department Reviewer: Craig Burnell, 425.430.7290 Please retain this packet throughout the course of your project as a reference. Consider giving copies of it to any engineers, architects, and contractors who work on the project. You will need to submit a copy of this packet when you apply for land use and/or environmental permits. Pre-screening: When you have the project application ready for submittal, call and schedule an appointment with the project manager to have it pre-screened before making all of the required copies. The pre-application meeting is informal and non-binding. The comments provided on the proposal are based on the codes and policies in effect at the time of review. The applicant is cautioned that the development regulations are regularly amended and the proposal will be formally reviewed under the regulations in effect at the time of project submittal. The information contained in this summary is subject to modification and/or concurrence by official decision-makers (e.g., Hearing Examiner, Planning Director, Development Services Director, Department of Community & Economic Development Administrator, Public Works Administrator and City Council). =ire & Emergency Sen,:-es uepartment DATE: TO: FROM: SUBJECT: MEMORANDUM 8/27/2015 12:00:00AM Jill Ding, Senior Planner Corey Thomas, Plan Review/Inspector (Weston Heights North) PRElS-000617 ·T:ityuf 1. The fire flow requirement for a single family home is 1,000 gpm minimum for dwellings up to 3,600 square feet (including garage and basements). If the dwelling exceeds 3,600 square feet, a minimum of 1,500 gpm fire flow would be required. A minimum of one fire hydrant is required within 300-feet of the proposed buildings and two hydrants if the fire flow goes up to 1,500 gpm. Existing hydrant can be counted toward the requirements and are up to current code. Water availability certificate is required to be obtained from King County Water District 90. 2. The fire impact fees are currently applicable at the rate of $495.10 per single family unit. 3. Fire department apparatus access roadways are adequate as they exist Page 1 of 1 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT M E M O R A N D U M DATE: September 17, 2015 TO: Jill Ding, Planner FROM: Vicki Grover, Plan Review SUBJECT: Pre-Application Comments for Weston Heights North Pre-Application 15-000617 NOTE: The applicant is cautioned that information contained in this summary is preliminary and non- binding and may be subject to modification and/or concurrence by official City decision-makers. Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. I have completed a preliminary review for the above-referenced proposal located at parcel 1123059002. The following comments are based on the pre-application submittal made to the City of Renton by the applicant. WATER l. The site is within King County Water District 90's water service area. 2. Water service availability certificate from the Water District 90 must be provided to the City during land use application stage. 3. Approved water plans from the water district must be provided to the City at the utility construction permit stage. SEWER l. Sewer service is provided by the City of Renton. 2. There is existing 8-inch diameter sewer main located along NE 7'" Place. 3. Sewer main extension across the site frontage on Nile is required which is approximately 170 LF of 8-inch main and connection to the existing system in NE 7'" Place. 4. The East Renton Interceptor Special Assessment District (SAD) fee is applicable. The current rate is $316.80 per lot. Weston Heights North-Pre-App 15-0fl"-·7 Page 2.of 2 September 17, 2015 5. The development is subject to a wastewater system development charge (SDC) fee. SDC fee for sewer is based on the size of the new domestic water to serve the project. The current sewer fee for a 1-inch meter install is $2,135.00. SURFACE WATER 1. A drainage report complying with the City adopted 2009 King County Surface Water Manual and City Amendments will be required. Based on the City's flow control map, the site falls within the Flow Control Duration Standard matching Forested Site Conditions and is within the Lower Cedar River Drainage Basin. Refer to Figure 1.1.2.A-Flow chart to determine the type of drainage review required in the City of Renton 2009 Surface Water Design Manual Amendment. 2. Storm water from lots 4·6 will not allowed to be conveyed to the proposed Weston heights storm facility unless Weston Heights (WH) facility and Weston Heights North Facility are constructed under the same (current) code requirements. If that is the case, the engineer will need to provide calculations of the WH facility in as-built conditions and prove through survey and calculations that there is adequate volume for the new WH North project and must be accepted by the City at the time the WH North project comes in for construction/utility permit. 3. A geotechnical report for the site is required. Information on the water table and soil permeability, with recommendations of appropriate flow control BMP options with typical designs for the site from the geotechnical engineer, shall be submitted with the application. The geotech report must include information stating whether the soil is suitable/not suitable for infiltration. 4. Surface water system development fee is $0.54 per square feet of new impervious surface, but not less than $1,350.00/ to-\- 5. A Construction Stormwater Permit from Department of Ecology is required if clearing and grading of the site exceeds one acre. TRANSPORTATION l. Payment of the transportation impact fee is applicable on the development at the time of building permit issuance. The current transportation impact fee rate for single family house is $1,430.72. The transportation impact fee that is current at the time of building permit application will be levied, payable at issuance of building permit. 2. Nile Ave is a Collector Arterial. The existing Right of Way is approximately 60 ft. Per RMC 4-6- 060 83 ft. of ROW is required; this project shall require 11.5 ft. of dedication. The street frontage improvements shall include 30 ft. of paving, 0.5 ft. for curb and gutter, 8 feet wide landscaped planter, 8 ft. wide sidewalk, and 1 ft. clear width back of sidewalk. Applicant may submit an application to the City requesting a modification of the street frontage improvements as outlined in City code 4-9-250C5d. 3. Street lighting is required from a development that includes more than 4 residential units. 4. Refer to City code 4-4-080 regarding driveway regulations. 5. All utilities serving the site are required to be undergrounded. Weston Heights North-Pre-App 15-or Page 3 of 2 September 17, 1015 GENERAL COMMENTS 1. All construction or service utility permits for drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a licensed Civil Engineer. 2. When utility plans are complete, please submit three (3) copies of the drawings, two (2) copies of the drainage report, the permit application, an itemized cost of construction estimate, and application fee at the counter on the sixth floor. 3. All sewer stubs, water services and storm connections are required to be provided to each lot prior to recording of the short plat. 4. Fees quoted in this document reflect the fees applicable in the year 2015 ONLY. DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT DATE: TO: FROM: SUBJECT: M E M O R A N D U M September 17, 2015 Pre-application File No. 15-000617 Jill Ding, Senior Planner Weston Heights North Short Plat General: We have completed a preliminary review of the pre-application for the above- referenced development proposal. The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant and the codes in effect on the date of review. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision-makers (e.g., Hearing Examiner, Community & Economic Development Administrator, Public Works Administrator, Planning Director, Development Services Director, and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code. The Development Regulations are available for purchase for $100.00 plus tax, from the Finance Division on the first floor of City Hall or online at ·/~W\JV. re,..,tonwu._gov Project Proposal: The subject property is located at the southeast corner of the intersection of Nile Avenue NE and NE 7'h Place. The project site is comprised of 702 Nile Avenue NE (parcel 112305-9002) and Tract L of the Windwood Plat. The proposal is to subdivide the project site into 6 lots, 1 sensitive area/open space tract (Tract A), and 1 private access tract (Tract B). The subject property totals 2.49 acres in area, and is zoned Residential-4 (R-4). Access to the site is proposed via individual residential driveways off of NE 7'h Place. There is a wetland mapped on the south central portion of the project site. Current Use: The property has an existing single-family residence and associated detached accessory structures proposed to remain. According to the King County Assessor, the Awesome Yah Church is operating on the project site. Zoning: The area, including this property, has a Comprehensive Plan land use designation of Residential Low Density (LO) and is zoned Residential 4 (R-4) dwelling units per acre. h:\ced\planning\current planning\preapps\2015 preapps\15-000617.jill\prelS-000617 -(r-4 6 lot short plat, wetlands, clustering).doc Weston Heights North, P Page 2 of 6 September 17, 2015 -000617 Development Standards: The project is subject to RMC 4-2-llOA, "Development Standards for Residential Zoning Designations" effective at the time of complete application (noted as "R-4 standards" herein). Density -There is no minimum density requirement. The maximum density permitted in the R-4 zone is 4.0 dwelling units per net acre (du/ac). Net density is calculated after the deduction of areas required for public right-of-way dedication, private access easements, and critical areas from the gross site area. For purposes of calculating net density: All fractions shall be truncated at two numbers past the decimal. Should a .calculation result in a fraction of a dwelling unit that is 0.50 or greater, the fraction shall be rounded up to the nearest whole number, for example, 4.56 dwelling units becomes 5.0. Should a calculation result in a fraction that is less than 0.50, the fraction shall be rounded down to the nearest whole number, for example, 4.49 dwelling units becomes 4.0 dwelling units. The gross site area is approximately 2.49 acres. Based on the gross site area of 2.49 acres, 6 lots would result in a gross density of 2.41 (6 lots/ 2.49 acres= 2.41 du/ac). No information was provided as to the square footage of the wetland or the area required for public right-of-way dedication, therefore staff was unable to calculate the net density of the proposed project. The applicant indicated that they were requesting small lot clustering. Small lot clusters of up to a maximum of fifty lots are allowed within the R-4 zone, when at least thirty percent ofthe site is permanently set aside as "significant open space." Such open space shall be situated to act as a visual buffer between small lot clusters and other development in the zone. The percentage of required open space may be reduced to twenty percent (20%) of the site when: a. Public access is provided to open space; and b. If soft surface trails are provided within critical areas or critical area buffers pursuant to RMC 4:3:05Q; and c. All portions of a site that are not dedicated to platted single family lots, a dedicated right-of-way, or utility improvements shall be set in a separate tract and/or tracts to preserve existing viable stands of trees or other native vegetation. The tract may also be used as a receiving area for tree replacement requirements in accordance with RMC i: -: 1 JCH. Such tracts shall be shown and recorded on the face of the plat to be preserved in perpetuity. Such tracts may be included in contiguous open space for the purposes of qualifying for cluster development. Where trees are removed, they shall be replaced in accordance with RMC ·1 ,\ :30H. For projects which qualify as small lot clusters, the minimum lot size, minimum lot width, minimum lot depth, minimum front yard, minimum side yard, minimum side yard a"long a street, and impervious surface area standards of the R-6 zone shall apply. The applicant will need to adequately demonstrate that the proposal includes "significant h:\ced\planning\current planning\preapps\2015 preapps\15-000617.jill\prelS-000617 -(r-4 6 lot short plat, wetlands, clustering).doc Weston Heights North, Pl -000617 Page3of6 September 17, 2015 open space" that acts as a visual buffer between the small lot cluster and other development in the zone. Lot Size -The minimum lot size permitted in the R-4 is 9,000 square feet, except for small lot clusters then 7,000 square feet. The lots, as proposed, would meet this requirement, if the applicant is able to demonstrate compliance with the criteria for clustering. Lot Width and Depth A minimum lot width of 70 feet is required for interior lots and 80 feet for corner lots, except for small lot clusters then 60 feet for interior lots and 70 feet for corner lots. A lot depth of 100 feet is required, except for small lot clusters then 90 feet. The proposal appears to comply with the minimum lot width and depth requirements of the zone if the applicant is able to demonstrate compliance with the criteria for clustering. Setbacks -Setbacks are the minimum required distance between the building footprint and the property line and any private access easement. The required setbacks in the R4 zone are 30 feet for the front yard, except for small lot clusters then 25 feet. The rear yard would be 25 feet. Side yards along-a-street would be required to have a 30 foot setback, except 25 feet is allowed in small lot clusters. Interior side yards are required to have a combined 20-foot setback with not less than 7.5 feet on either side, except small lot clusters then a combined 15-foot setback with not less than 5 feet on either side. The setbacks for the new residences would be reviewed at the time of building permit. Building Height -The maximum building height allowed is 30 feet. Building height would be verified at the time of building permit review. Building Coverage -R-4 zone allows a maximum building coverage of 35% of the lot area, except small lot clusters then 40% is permitted. Building coverage requirements would be verified at the time of building permit review. Impervious Surface Area -The maximum impervious surface would be limited to 50%, except small lot clusters are permitted an impervious surface coverage of 55%. Impervious surface requirements would be verified at the time of building permit review. Residential Design and Open Space Standards: All single family residences would be subject to the Residential Design Standards outlined in RMC 4-2-115. Residential Design Review occurs as part of the Building Permit Review. Landscaping: The development standards require that all pervious areas within the property boundaries be landscaped. Therefore, all areas of the site not covered by structures, required parking, access, circulation or patios, must be landscaped with native, drought-resistant vegetative cover. Ten feet (10') of on-site landscaping is required along all public street frontages, with the exception of areas for required walkways and driveways. In addition, two trees are required in the front yard setback h:\ced\planning\current planning\preapps\2015 preapps\15-000617.jill\prelS-000617 -lr-4 6 lot short plat, wetlands, clustering).doc Weston Heights North, Pl -000617 Page 4 of 6 September 17, 2015 area of each lot when there are no street trees within the street right-of-way as referenced in the landscape regulations (RMC 4-4-070F). Please refer to landscape regulations (RMC 4-4-070) for further general and specific landscape requirements. A conceptual landscape plan would be required at the time of formal Preliminary Plat application. Significant Tree Retention: A Tree Retention/ Land Clearing (Tree Inventory) Plan along with a tree retention worksheet shall be provided with the formal land use application. The tree retention plan must show preservation of at least 30 percent (30 %) of significant trees, and indicate how proposed building footprints would be sited to accommodate preservation of significant trees that would be retained. The Administrator may authorize the planting of replacement trees on the site if it can be demonstrated to the Administrator's satisfaction that an insufficient number of trees can be retained. In addition to retaining 30 percent of existing significant trees, each new lot would be required to provide a minimum tree density of 2 trees per 5,000 square feet of lot area onsite. Protected trees that do not contribute to a lot's required minimum tree density shall be held in perpetuity within a tree protection tract. Significant trees shall be retained in the following priority order: Priority One: Landmark trees; significant trees that form a continuous canopy; significant trees on slopes greater than twenty percent (20%); Significant trees adjacent to critical areas and their associated buffers; and Significant trees over sixty feet (60') in height or greater than eighteen inches ( 18") caliper. Priority Two: Healthy tree groupings whose associated undergrowth can be preserved; Other significant native evergreen or deciduous trees; and Other significant non-native trees. Priority Three: Alders and cottonwoods shall be retained when all other trees have been evaluated for retention and are not able to be retained, unless the alders and/ or cottonwoods are used as part of an approved enhancement project within a critical area or its buffer. The Administrator may require independent review of any land use application that involves tree removal and land clearing at the City's discretion. Fences/Retaining Walls -If the applicant intends to install any fences as part of this project, the location must be designated on the landscape plan. A fence taller than six feet (6') requires a building permit. New or existing fencing would need to comply with RMC 4-4-040. Retaining walls shall be composed of brick, rock, textured or patterned concrete, or other masonry product that complements the proposed building and site development. There shall be a minimum three-foot (3') landscaped setback at the base of retaining h:\ced\planning\current planning\preapps\2015 preapps\15-000617.jill\prelS-000617 · (r-4 6 lot short plat, wetlands, clustering).doc Weston Heights North, P Page 5 of 6 September 17, 2015 -000617 walls abutting public rights-of-way. Please refer to retaining wall standards (RMC 4-4- 040) for additional information. Access/Parking: Access to the site is proposed via individual residential driveways off of NE J'h Place. In addition, a private access tract (Tract B) is proposed along the east property boundary to provide access to the property to the south (within the Weston Heights Plat). Driveways: The maximum driveway slopes cannot exceed 15%, provided that driveways exceeding 8% are to provide slotted drains at the lower end of the driveway. If the grade exceeds 15%, a variance is required. Critical Areas: A wetland is mapped on the south central portion of the project site. Wetlands have the following buffer requirements: I All Other Land Uses: I High Habitat Moderate Habitat Low Habitat All Other Function Function Function Scores (8-9 points) (5-7 points) (3-4 points) Category I -Bogs & 200 ft. Natural Heritage Wetlands Category I -All Others 200 ft. 150 ft. 115 ft. 115 ft. Category II 175 ft. 150 ft. 100 ft. n/a Category Ill 125 ft. 100 ft. 75 ft. n/a Category IV 50 ft. n/a In addition, a 15-foot setback is required for structures from the buffer. The applicant indicates that they will likely request a buffer reduction with enhancement for the wetland buffer area. A wetland report delineating and classifying the wetland is required to be submitted with the formal land use application. A buffer enhancement plan would be required to be submitted as part of the formal land use application. Secondary review of the wetland report and/or enhancement plan may be required at the applicant's expense. All critical areas and buffers are required to be placed in a Native Growth Protection Area tract (NGPA). Environmental Review: Environmental (SEPA) Review is required for projects that contain critical areas. Therefore SEPA would be required for this project. Permit Requirements: The proposed subdivision would require Short Plat Approval and Environmental (SEPA) Review. All land use permits would be processed within an estimated time frame of 6-8 weeks. The Short Plat and SEPA Review (Environmental h:\ced\planning\current planning\preapps\2015 preapps\15-000617.jill\prelS-000617 -(r-4 6 lot short plat, wetlands, clustering).doc Weston Heights North, PR 000617 Page6of6 September 17, 2015 Checklist) fee would be $3,090 ($2,000 Short Plat fee+ $1,000 SEPA fee+ $90 technology fee = $3,090). Detailed information regarding the land use application submittal is provided in the attached handouts. Construction of residential structures would follow installation of infrastructure and recording of the Final Plat. Fees: In addition to the applicable building and construction fees, impact fees would be required. Such fees would apply to all projects and would be calculated at the time of building permit application and payable prior to building permit issuance. The fees for 2014 are as follows (credit will be given for the existing homes): • Transportation Impact Fee -$2,214.44 per new single-family house; • Park Impact Fee -$1,441.29 per new single-family house; and • Fire Impact Fee -$495.10 per new single-family house. A handout listing the impact fees is attached. An Issaquah School District Impact Fee, which is currently $4,560.00 per new home, would be payable prior to building permit issuance. Note: When the formal application materials are complete, the applicant is strongly encouraged to have one copy of the application materials pre-screened at the 6th floor front counter prior to submitting the complete application package. Please contact Jill Ding, Senior Planner at jding@rentonwa.gov for an appointment. Expiration: Upon approval, the short plat is valid for two years with a possible one year extension. h :\ced\planning\current planning\preapps\2015 preapps\15-000617.jill\prelS-000617 -lr-4 6 lot short plat, wetlands, clustering).doc # DEPARTMENT OF COMMI TY AND ECONOMIC DEVELOPMENT -------~itenton ® WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS Planning Division 1055 South Grady Way-Renton, WA 98057 Phone: 425-430-7200 I www.rentonwa.gov LAND USE PERMIT SUBMITIAL REQUIREMENTS: WAIVED MODIFIED BY: BY: Arborist Report 4 ! \~ Biological Assessment 4 _)6( Calculations 1 Colored Maps for Display 4 Construction Mitigation Description, AND• I I Deed of Right-of-Way Dedication 1 Density Worksheet• I Drainage Control Plan 2 Drainage Report 2 I I Elevations, Architectural, AND• Environmental Checklist 4 Existing Covenants (Recorded Copy), AND, Existing Easements (Recorded Copy) 1 AND• I I Flood Hazard Data 4 \-I:: Floor Plans a AND• I I Geotechnical Report iAND, Grading Elevations & Plan, Conceptual 2 Grading Elevations & Plan, Detailed 2 Habitat Data Report 4 \V Improvement Deferral 2 Irrigation Plan, I , COMMENTS: .• I I DATE: Q__ I ?;/!G -----'--'--'--------------- H :\CE D\Data \Forms-T emplates\Self-H elp Handouts\P I an ni ng\ Wa iversu bm ittalreqs. docx Rev: 08/2015 LAND USE PERMIT SUBMITTAL REQUIREMENTS: WAIVED MODIFIED COMMENTS: BY: BY: King County Assessor's Map Indicating Site 4 I Landscape Plan, Conceptual• Landscape Plan, Detailed 4 Legal Description 4 Letter of Understanding of Geological Risk 4 : if'..,_ Map of Existing Site Conditions 4 Master Application Form 4 ! Monument Cards (one per monument) 1 Neighborhood Detail Map , I I i I Overall Plat Plan 4 _j &-- Parking, Lot Coverage & Landscaping Analysis 4 i ! Plan Reductions (PMTs) 4 Post Office Approval 2 I Plat Name Reservation 4 Plat Plan 4 Preapplication Meeting Summary 4 Public Works Approval Letter, Rehabilitation Plan 4 Screening Detail 4 l Shoreline Tracking Worksheet 4 Site Plan z••o• I Stream or Lake Study, Standard 4 j~ Stream or Lake Study, Supplemental 4 Stream or lake Mitigation Plan 4 Street Profiles 2 Title Report or Plat Certificate 1AN0• Topography Map, -- Traffic Study, j Tree Cutting/Land Clearing Plan 4 Urban Design Regulations Analysis 4 I =~ f- Utilities Plan, Generalized 2 -+ Wetlands Mitigation Plan, Final 4 Wetlands Mitigation Plan, Preliminary 4 I H: \CED\Data \Fo rms-T emplates\Self-H elp Handouts\P!an ning\ Waive rsubm ittalreqs. docx Rev: 08/2015 LAND USE PERMIT SUBMITIAL REQUIREMENTS: Wetlands Report/Delineation 4 Wireless: Applicant Agreement Statement >AND, Inventory of Existing Sites , •• a, Lease Agreement, Draft 2 AND, Map of Existing Site Conditions >ANoa Map of View Area lANo, Photosimulations ,,No, This Requirement may be waived by: 1. Property Services 2 Development Engineering Plan Review 3 Building 4 Planning WAIVED MODIFIED BY: BY: I H :\CED\Data \Forms· Te mplates\Self-Help Ha ndouts\Pla n n ing\ Waiversu bm ittalre qs. docx COMMENTS: Rev: 08/2015 Project Narrative Weston Heights North Preliminary Short Plat --Renton, Washington • Project Name: . Project Size: • Location of Site: • Permits required: • Parcel Numbers: • Current zoning: Surrounding zoning: • Current use: • Special site features: • Soil type and Drainage: • Proposed property use: • Access: • Off-site improvements: • Total Fst. Cons.: • Est. £'air :\larker: Weston Heights r-.;orth Preliminary Short Plat The total site is approximately 2.47 acres . The project is located at 702 Nile Ave. N.E. Please see the neighborhood detail map for the specific location. Demolition Permit, Right of Way Cse Permit, Conditional Use Permit (under separate cover) 1123059002, 947794TR-J, Residential R-4 du/ac North: (R-4) Cnincorporated King County South: (R-4) Cnincorporated King County West: (R-4) Cnincorporated King County East: (R-4) Cnincorporated King County The site currently has one single-family detached home and quonset. The site is located at the tip of a wetland, located in the south central region. King County Soils Report the site is entirelv underlain by Alderwood gravelly sandy loam. Drainage will be provided by the proposed storm system. The proposal is to subdivide the property into 6 single-family detached (5 proposed, 1 existing), fee simple lots. Net Density will be 2.79 Dl'/AC. The 5 proposed lots range from 7,100 sfto 8,400 sf, while the existing lot is approximately 32,000 sf. The project proposes to maintain the current private access from Nile :\ ve NE for the western existing lot and proposes 5 separate private lot accesses from NF Th PL 1-'rontage imprm-cments along both Kile Ave Nie and ~E Th Pl will be included. S 300,000 S 446,000 R.\l)n11cct::-\3"l-1J (pnlspcct dcvclc1pmcnr;\U07 15 (\\/c~t<m Nlnth)\.\rcht\ c\::-iubmitt;.i.l~ \])rclnn Submnt.il\ \\.'1Jrd l )(JCs\5_l 1nJJ '\..,ur;1t1vc.Juc 2/5/2016 -1- • Quantity and type of fill: At this point in the design process, the site is anticipated to excavate 99 cubic yards and fill of approximately 3229 cubic yards. The applicant will submit the appropriate forms when needed. • Trees to be removed: Efforts will be made to retain trees where feasible and within the wetland/wetland buffers. There are approximately 30 trees on-site, varying in type and size. An existing tree will be removed as part of Private Road C installation, at the southeast corner of the project site. The remainder of the trees will be protected, and are to remain. The required amount of trees to save are 3, which is less than the number being saved. • Land dedication: • Proposed job shacks: • ;\!odifications: • Distance to wetland: • Obstructed views The proposed right-of-way improvements to Nile ,\ve '-.JE include a 6.5-foot dedication to the City of Renton. The proposed rigbt-of- way improvements to NE 7'h Pl include a 12.5-foot dedication to the City of Renton. The site may have a construction trailer during the construction of the development. The project uses R-6 small cluster development standards. The wetland buffer is being reduced from 75-ft to 52.65-ft. The disturbed buffer is being enhanced. The project requests a street improvement modification along Nile Avenue NF. The closest work to the wetland will be SO'. Currently, there are no views other than the existing tn.Ts on-site. The wetland area will remain as will the majority of trees on-site. Any views that would be obstructed are already being obstructed. R.\l'riJJLCt~\.3..J-9 (pru/;pcct dcvcl<>fHT1c11t;\OU7-13 (\\'cst(Jtl "\iorth)\.\rchivc\.c.;ubmittals\Prclim Submirtal\\\.'rwl l)(JC:,;\5_PnJJ '.\arrauvc.Joc 2/5/'.W1C1 -2- G) 0 0 © © © SITE ~1 '· N EB 0 200 1 "= 200' i------..... Scale Feet 1'-'l----~~-----------,--------------~----i ~ ~ ~~~gn ~ 2 "'"'~:=~-n -- ~ 2016-02-05 ·o Date 0: 349-004-14 ri: Project No. ,!ti'.l~flifl. ~:;~~g~n:~e;~;ment ~[M~ Planning In• W. Mcnl'\8 View Dl!VEI. Suite 1'40: Everetl. Washington 98201 Office 4<54866533 ,'<lx' 42541\66"93 """"'sdaeng,r.eers.co.,-, WESTON NORTH 1"=200' t---------------1 Scale NEIGHBORHOOD MAP FIG1.0 Figure No. CONSTRUCTION MITIGATION DESCRIPTION Weston North 6-Lot Preliminary Plat I. PROPOSED CONSTRUCTION DATES Grading and construction will start 2016. The utilities will start at the same time and shortly thereafter with building construction. II. HOURS OF OPERATION FOR RESIDENTIAL CONSTRUCTION Per City of Renton: Monday -Friday: Saturday: Sunday: 7AM-8 PM 9AM-8 PM None III. PROPOSED HAULING/TRANSPORTATION ROUTES IV. All equipment, materials, and laborers will enter the site off of Nile Ave NE and NE 7th Place. MEASURES TO BE IMPLEMENTED TO MINIMIZE DUST, TRAFFIC AND TRANSPORTATION IMPACTS, MUD, NOISE AND OTHER NOXIOUS CHARACTERISTICS. • Dust Best management practices will be used to minimize dust on the project site. Water trucks or metered fire hoses will be used as needed to wet down the areas used by construction equipment. Disturbed slopes will be hydroseedcd per the Erosion/Sedimentation Control Plan to control dust. • Traffic During site infrastructure and building construction, the traffic entering and leaving the site will consist of subcontractors and deliveries. When arriving for work. the subcontractors will be traveling opposite the traffic leaving the residential area, and materials are primarily delivered at off peak hours during the day. None of these operations are anticipated to have a significant impact on the peak or non-peak tratlic hour in the area. R;.\~roj~ctsl349 (prospect developmcnt)\007-15 (Weston North)\Archivc\SubrnittaJs\Prelim Submitta[1 9 Const \-11t1gat1on.doc 1 _ 215116 -1- + Transportation Impacts There will be one access point for construction of the project located off of NE 7th Place. As was stated above the construction traffic will not have a significant impact on traffic. The construction of the entrance and all associated wet and dry utilities to the project may require some construction in the Nile Ave NE and NE 7th Place right-of-way. This work will be performed during non-peak hours and lane channelization will be used if needed. + Mud In keeping with state law, any vehicle with deposits of mud, etc. on the vehicle's body, (fender, undercarriage, wheels or tires) will be cleaned of such material before the operation of the vehicle on a paved public highway. In addition a street sweeper will also be used as necessary to remove any deposits from the roadways. + Noise All Construction equipment will have approved mufflers. Impacts from noise are expected to be minimal. The hours of operation will be consistent with City regulations. R::1:roj~cts'-349 (prospect development)\007-15 ( Weston North)\Archive\Submittals\Prelim Submittal\9 Const M1t1gat1on.doc - 2/5/16 -2- DENSITY WORKSHEET City of Renton Planning Division 1055 South Grady Way-Renton, WA 98057 Phone 425-430-7200 Fax: 425-430-7231 1. Gross area of property: 1. 107 639 square feet 2. Deductions: Certain areas are excluded from density calculations. These include: Public streets** Private access easements** Critical Areas* Total excluded area: 3. Subtract line 2 from line 1 for net area: 4. Divide line 3 by 43,560 for net acreage: 5. Number of dwelling units or lots planned: 9.023 square feet 4,059 square feet 882 square feet 2. 13,964 square feet 3. 93,675 square feet 4. 2.15 acres 5. §_ units/lots 6. Divide line 5 by line 4 for net density: 6. 2.79 = dwelling units/acre *Critical Areas are defined as "Areas determined by the City to be not suitable for development and which are subject to the City's Critical Areas Regulations including very high landslide areas, protected slopes, wetlands or floodways." Critical areas buffers are not deducted/excluded. •• Alleys (public or private) do not have to be excluded. R \Pn~1ects\J..J9 (prospcct dcH:lormcnt)\007-15 (\Vcston r,.-orth)\1\rch1ve\Subm1Ltals\Pre!im Submittal\8_Dern,1t} doc .[. 03/08 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT -------Kenton€> TREE RETENTION WORKSHEET Planning Division 1055 South Grady Way-Renton, WA 98057 Phone: 425-430-7200 I W\-~1'~· i e,1rnnwa_gov 1. Total number of trees over 6" diameter1 , or alder or cottonwood trees at least 8" in diameter on project site 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dangerous' Trees in proposed public streets Trees in proposed private access easements/tracts Trees in critical areas 3 and buffers Total number of excluded trees: 3. Subtract line 2 from line 1: i1 {e u 4. Next, to determine the number of trees that must be retained 4 , multiply line 3 by: 0.3 in zones RC, R-1, R-4, R-6 or R-8 0.2 in all other residential zones 0.1 in all commercial and industrial zones 5. trees trees trees trees trees trees trees trees list the number of 6" in diameter, or alder or cottonwood trees over 8" in diameter that you are proposing5 to retain': 't&, trees 6. 7. Subtract line 5 from line 4 for trees to be replaced: {if line 6 rs zero or less, stop here. No replacement trees are required) Multiply line 6 by 12" for number of required replacement inches: ------- ( trees ---~--- inches ------- 8. Proposed size of trees to meet additional planting requirement: {Minimum 2" caliper trees required) -------inches per tree 9. Divide line 7 by line 8 for number of replacement trees 6: (If remainder is .5 or greater, round up to the next whole number) trees ------- 1 Measured at 4.5' above grade. 2 A tree certified, in a written report, as dead, terminally diseased, damaged, or otherwise dangerous to persons or property by a licensed landscape architect, or certified arbonst, and approved by the City ~ Critical areas, such as wetlands, streams, floodplains and protected slopes, are defined in RMC 4-3-050. 4 Count only those trees to be retained outside of critical areas and buffers. : The Oty may r~quire modification of the tree retention plan to ensure retention of the maximum number of trees per RMC 4-4-130H7a. When the reqwred number of protected trees cannot be retained, replacement trees, wrth at least a two-inch (2") caliper or an evergreen at Jeast six feet {6') tall, shall be planted. See RMC 4-4-130.H.1.e.{ii) for prohibited types of replacement trees. H :\CED\Data \Forms-Templates\SeJf-He!p Handouts\Planrnng\ Tree Retention Worksheet.docx 08/2015 SEPA ENVIRONMENTAL CHECKLIST Purpose of checklist: Governmental agencies use this checklist to help determine whether the environmental impacts of your proposal are significant. This information is also helpful to determine if available avoidance, minimization or compensatory mitigation measures will address the probable significant impacts or if an environmental impact statement will be prepared to further analyze the proposal. Instructions for applicants: This environmental checklist asks you to describe some basic information about your proposal. Please answer each question accurately and carefully, to the best of your knowledge. You may need to consult with an agency specialist or private consultant for some questions. You may use "not applicable" or "does not apply" only when you can explain why it does not apply and not when the answer is unknown. You may also attach or incorporate by reference additional studies reports. Complete and accurate answers to these questions often avoid delays with the SEPA process as well as later in the decision- making process. 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 or provide additional information reasonably related to determining if there may be significant adverse impact. Instructions for Lead Agencies: Please adjust the format of this template as needed. Additional information may be necessary to evaluate the existing environment, all interrelated aspects of the proposal and an analysis of adverse impacts The checklist is considered the first but not necessarily the only source of information needed to make an adequate threshold determination. Once a threshold determination is made, the lead agency is responsible for the completeness and accuracy of the checklist and other supporting documents. Use of checklist for nonproject proposals: ~ For nonproject proposals (such as ordinances, regulations, plans and programs), complete the applicable parts of sections A and B plus the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). Please completely answer all questions that apply and note that the words "project," "applicant," and "property or site" should be read as "proposal," "proponent," and "affected geographic area," respectively. The lead agency may exclude (for non-projects) questions in Part B -Environmental Elements -that do not contribute meaningfully to the analysis of the proposal. A. Background ~ 1 Name of proposed project, if applicable: ~ Weston North Preliminary Plat 2. Name of applicant:~ Taylor Development -~~-:-:-:-----:-~:c:-:--::--:-----c---------- SEPA Environmental checklist (WAC 197-11-960) May 2014 Page 1 of 17 Justin Holland 3. Address and phone number of applicant and contact person: l!:@Q] Applicant: Contact: Kevin O'Brien Scott Mesic c/o SDA Engineers 15 Lake Bellevue Drive Suite#102 Bellevue, WA 98005 ( 425) 869-1300 1724 W. Marine View Dr #140 Everett, WA 98201 (425) 486-6533 4. Date checklist prepared: l!:@Q] February 5, 2016 5. Agency requesting checklist: l!:@Q] City of Renton Department of Community and Economic Development 6. Proposed timing or schedule (including phasing, if applicable): l!:@Q] Site construction is scheduled to start in the summer of 2016, subject to the City's approval process and market demands. Construction of homes on the proposed lots is expected to follow once site construction is finished. 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 wetland report and geotechnical report have been provided. 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. ~ NIA 10. List any government approvals or permits that will be needed for your proposal, if known. ~ Preliminary Plat Approval Engineering Plan Approval $EPA Environmental checklist (WAC 197-11-960) May 2014 Page 2 of 17 Drainage Plan Approval Demolition Permit Right of Way Use Permit Final Plat Approval Building Permit Approval 11. Give brief, complete description of your proposal, including the proposed 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 on project description.)~ The proposal involves two (2) existing tax parcels totaling 2.47 acres. The preliminary plat will propose parcel subdivision creating 6 total lots, 1 existing and 5 proposed. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and 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 proposed project is located at 702 Nile Avenue NE, Renton, WA 98059. Please refer to the attached vicinity map. 8. ENVIRONMENTAL ELEMENTS~ 1. Earth~ a. General description of the site: ~ (circle one): 8-olling, hilly, steep slopes, mountainous, other _____ _ b. What is the steepest slope on the site (approximate percent slope)?~ Less than 5% 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 agricultural land of long-term commercial significance and whether the proposal results in removing any of these soils. ~ According to the King County Soil Survey, the site contains Alderwood gravelly, sandy loam (AgC) SEPA Environmental checklist (WAC 197-11-960) May 2014 Page 3 of 17 d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. [illtlQ] No. e. Describe the purpose, type, total area, and approximate quantities and total affected area of any filling, excavation, and grading proposed. Indicate source of fill. [illtlQ] Site excavation of 99 CY and fill of 3229 CY will be required to construct the roads, grade the lots, and install the drainage facilities. Select backfill may be required for utility trenches and will be imported from a local supplier. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. [illtlQ] There is potential for site erosion during construction phases. However, on site temporary erosion and sediment control (TESC) best management practices (BMPs) will installed to mitigate sediment laden runoff during construction g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? [illtlQ] Approximately 23% impervious coverage. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: [illtlQ] A TESC plan will be prepared and implemented prior to commencement of construction activities. During construction, erosion control BMPs may include any of the following: silt fence, temporary sediment pond, interceptor ditch with rock check dams, storm drain inlet protection, and other measures which may be used in accordance with City requirements. Permanent measures include a combined stormwater pond for the eastern portion of the site (offsite to the south, but with adequate capacity). The western portion of the site will be managed by a combined stormwater vault (offsite to the south, but with adequate capacity). The central portion of the site will be managed by a combined stormwater pond located just north of this site (offsite to the north, but with adequate capacity). 2. Air [bfilQ_] a. What types of emissions to the air would result from the proposal during construction" operation, and maintenance when the project is completed? If any, generally describe and give approximate quantities if known. [bfilQ_] During construction, there will be increased exhaust and dust particle emissions. After construction, the principal source of emissions will be from automobile traffic, lawn maintenance equipment, gas fireplaces, and others typical of a residential neighborhood. SEPA Environmental checklist {WAC 197-11-960) May 2014 Page 4 of 17 b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. [bg]2l Not to our knowledge. c. Proposed measures to reduce or control emissions or other impacts to air, if any: [bgj2l Automobile and fireplace emission standards are regulated by the State of Washington. The site has been included in a regulatory "No Burn Zone" established by the Puget Sound Air Pollution Control Agency that went into effect on September 1, 1992. Under the "No Burn Zone" regulations, land clearing or residential yard debris fires would be permitted neither on-site, nor in the surrounding 5eighborhood. a. Water [bgj2l a. Surface Water: 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 or river it flows into. [bgj2l Yes. There is a single 31,048 SF Category Ill wetland located centrally on the site. The required buffer is 52.65'. Only 882 SF of this wetland is located onsite. The remainder of the wetland is located on the subdivision to the south. Please refer to the Sewall Wetland Consultants, Inc. report for additional information. 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. [bgj2l This project does require work adjacent to the wetland. The centrally located wetland has a 52.65' buffer. Work within the buffer limits include demolition of an exsiting small shop (585 SF) and installation of a 5' wide natural, soft-surface trail. Grading work within the buffer will not be performed. 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. [bgj2l Approximately 13 CY of natural, soft-surface material (bark or the like) from a local supplier will be brought in to construct the trail within the wetland buffer limits. The wetland is located in the southcentral portion of the project site. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. [bgj2l There will be no surface water withdrawal or diversion. SEPA Environmental checklist (WAC 197-11-960) May 2014 Page 5 of 17 5) Does the proposal lie within a 1 OD-year floodplain? If so, note location on the site plan. [.b§)Q] The proposal does not lie within a 1 DO-year floodplain. 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. [.b§)Q] The proposal does not include any discharge of waste material to any surface waters. All proposed lots will be connected to the City's sanitary sewer system. b. Ground Water: 1) Will groundwater be withdrawn from a well for drinking water or other purposes? If so, give a general description of the well, proposed uses and approximate quantities withdrawn from the well. Will water be discharged to groundwater? Give general description, purpose, and approximate quantities if known. [.b§)Q] No groundwater will be withdrawn from a well for drinking water as the project proposes to connect all homes to the public main. There will be no surface water discharge to groundwater outside of water that incidentally infiltrates. 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. llli2]QJ No waste material will be discharged into the ground. Any existing septic tanks will be abandoned. All proposed homes will be connected to a sanitary sewer system. c. Water runoff (including stormwater): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. [.b§)Q] Surface runoff generated atop the developed site will be collected in proposed underground storm systems and tight-lined to one of three separate stormwater mitigation facilities. Surface runoff generated atop the western portion of the proposed development will be tight-lined to a vault south of the project. This vault discharges to the roadside ditch along Nile Ave NE. Surface runoff generated atop the central portion of the proposed development will be tight-lined to a pond north of the project. This pond outlets to an existing storm sewer system which ultimately discharges into the same roadside ditch as the aforementioned vault Surface runoff SEPA Environmental checklist (WAC 197-11-960) May 2014 Page 6 of 17 generated atop the eastern portion of the proposed development will be tight-lined to a pond south of the project. This pond outlets via level spreader into the wetland. 2) Could waste materials enter ground or surface waters? If so, generally describe. ~ No. 3) Does the proposal alter or otherwise affect drainage patterns in the vicinity of the site? If so, describe. ~ The ultimate downstream flow paths will generally follow the historic flow paths as a result of this project. d. Proposed measures to reduce or control surface, ground, and runoff water, and drainage pattern impacts, if any: ~ A City-approved storm drainage system will be designed and implemented in order to mitigate any adverse impacts from stormwater runoff. The system will include TESC BMPs during project construction. The permanet drainage system will ensure that prior to release of stormwater into the downstream flow paths, the system will have significantly reduced the potential impacts to ground and surface waters. The system will be designed in accordance with the 2009 King County Surface Water Design Manual (with applicaple amendments incorporated by the City of Renton). 4. Plants [llitlQ] a. Check the types of vegetation found on the site: ~ _X_deciduous tree: alder, maple, aspen, other _X_evergreen tree: fir, cedar, pine, other _X_shrubs _X_grass __ pasture __ crop or grain __ Orchards, vineyards or other permanent crops. _X_ 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? [llitlQj Grasses, shrubs, and trees will be removed from the site during the construction of underground utilities, roads, drainage facilities, and homes. c. List threatened and endangered species known to be on or near the site. [llitlQj SEPA Environmental checklist (WAC 197-11-960) May 2014 Page 7 of 17 None known. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: lhfilQ] A landscape planting strip is proposed between the proposed new curb and sidewalk. The yard areas associated with individual ownership of the lots will have 10' landscaping as required by City of Renton Code. There will be a mitigation plan approved by the City for the buffer reduction. e. List all noxious weeds and invasive species known to be on or near the site. lhfilQ] None known. 5. Animals lhfilQ] a. List any birds and other animals which have been observed on or near the site or are known to be on or near the site. lhfilQ] Examples include: Q hawk, heron, eagle, songbirds, other: ~mals: deer, bear, elk, beaver, other: fish: bass, salmon, trout, herring, shellfish, other ___ _ b. List any threatened and endangered species known to be on or near the site. lhfilQ] No threatened or endangered species are known to be on or near the site. c. Is the site part of a migration route? If so, explain. lhfilQ] No. d. Proposed measures to preserve or enhance wildlife, if any: lhfilQj Preservation of the existing wetland on site will perpetuate wildlife habitat. e. List any invasive animal species known to be on or near the site. lhfilQ] None. 6. Energy and Natural Resources lhfilQ] a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether ii will be used for heating, manufacturing, etc. lhfilQ] SEPA Environmental checklist (WAC 197·11·960) May 2014 Page 8 of 17 Natural gas will be the primary energy source for heating of the homes to be constructed. Electricity will be the primary lighting source for the project. b. Would your project affect the potential use of solar energy by adjacent properties? If so. generally describe. 1illtl2l No. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: 1illtl2l The requirements of the City of Renton's Building Codes and the State Energy Code will be incorporated into the construction of the buildings. Energy conserving materials and fixtures will be evaluated for suitability in all new construction. 7. Environmental Health 1illtl2l a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. 1illtl2l This project will not generate any environmental health hazards. 1) Describe any known or possible contamination at the site from present or past uses. 1illtl2l None. 2) Describe existing hazardous chemicals/conditions that might affect project development and design. This includes underground hazardous liquid and gas transmission pipelines located within the project area and in the vicinity. I.b!tl2l None. 3) Describe any toxic or hazardous chemicals that might be stored, used, or produced during the project's development or construction, or at any time during the operating life of the project. 1illtl2l There are no intentions to have toxic or hazardous chemicals that might be stored, used, or produced during the project's development or construction, nor at any time during the operation life of the project. 4) Describe special emergency services that might be required. I.b!tl2l None required. 5) Proposed measures to reduce or control environmental health hazards, if any: I.b!tl2l SEPA Environmental checklist (WAC 197-11-960) May 2014 Page 9 of 17 No on-site environmental health hazards are known to exist today, nor are there any that will be generated as a direct result of this project. b. Noise~ 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)?~ No negative affect is anticipated from offsite noises. The main source of off-site noise in this area originates from the vehicular traffic present on Nile Ave NE. 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indi- cate what hours noise would come from the site. ~ Short-term noise impacts will result from the use of construction and building equipment during site development and home construction. These temporary activities will be limited to legal working hours as prescribed by the City Code. Long-term impacts will be those associated with the increase of human population, additional traffic, and noise associated with residential areas that will occur in the area. 3) Proposed measures to reduce or control noise impacts, if any: ~ Project construction hours will be limited to those as allowed by City Code. Construction equipment will be equipped with muffler devices and idling time will be encouraged to be kept to a minimum. 8. Land and Shoreline Use ~ a. What is the current use of the site and adjacent properties? Will the proposal affect current land uses on nearby or adjacent properties? If so, describe. ~ This site is currently used as a single family residence. Single family residences surround the site. There will be no affect on adjacent properties as the proposal is for a similar use as its surroundings. b. Has the project site been used as working farmlands or working forest lands? If so, describe. How much agricultural or forest land of long-term commercial significance will be converted to other uses as a result of the proposal, if any? If resource lands have not been designated, how many acres in farmland or forest land tax status will be converted to nonfarm or nonforest use? ~ None. 1) Will the proposal affect or be affected by surrounding working farm or forest land normal business operations, such as oversize equipment access, the application of pesticides, tilling, and harvesting? If so, how: ~ No. SEPA Environmental checklist (WAC 197-11-960) May 2014 Page 10 of 17 c. Describe any structures on the site. lllitl2] There are three existing structures -1 single family residence (1,140 SF), 1 Quonset Hut (2,079 SF), and 1 detached shop (585 SF). d. Will any structures be demolished? If so, what? lllitl2] The detached shop will be demolished as a result of this project. e. What is the current zoning classification of the site? ~ The project site is under the current residential zoning of R-4. f. What is the current comprehensive plan designation of the site?~ Residential low density. g. If applicable, what is the current shoreline master program designation of the site? ~ NIA h. Has any part of the site been classified as a critical area by the city or county? If so, specify. ~ Yes. A portion (882 SF) of a 31,048 SF Category Ill wetland is located in the southcentral portion of the project. The majority of the wetland is off-site to the south. i. Approximately how many people would reside or work in the completed project? lllitl2] Approxiamtely 15 people will reside in the completed project. (6 dwelling units x 2.5 persons/dwelling unit) j. Approximately how many people would the completed project displace?~ The completed project will not displace any current home owners. k. Proposed measures to avoid or reduce displacement impacts, if any: ~ NIA L. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: ~ SEPA Environmental checklist (WAC 197-11-960) May 2014 Page11of17 The development will follow the City of Renton Municipal Codes for R-4 unit density designation with the lots following the City of Renton Municipal Codes for R-6 development standards. m. Proposed measures to ensure the proposal is compatible with nearby agricultural and forest lands of long-term commercial significance, if any ~ The development will follow the City of Renton Municipal Codes for R-4 unit density designation with the lots following the City of Renton Municipal Codes for R-6 development standards. The new homes will be of similar size and a similar aesthetic quality of the existing homes in the neighborhood. 9. Housing~ a. Approximately how many units would be provided, if any? Indicate whether high, mid- dle, or low-income housing. ~ This proposal will include 5 new middle to upper middle income single family housing units with the existing single family residential home on the west side of the project site to remain. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing.~ Zero (0) units will be removed as a result of this proposal. c. Proposed measures to reduce or control housing impacts, if any:~ No measures are implemented as this proposal increases housing opportunities by 5. 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?~ The buildings will meet the height requirements of the R-6 zone and will not exceed the maximum number of stories allowed by code. The exterior building materials may include any of the following: wood, hardwood, masonry, cedar shakes, and/or asphalt shingles. b. What views in the immediate vicinity would be altered or obstructed?~ No views will be altered or obstructed. b. Proposed measures to reduce or control aesthetic impacts, if any: ~ The project will comply with the R-6 zoning regulations and will be similar in style and size to the surrounding neighborhoods. SEPA Environmental checklist (WAC 197-11-960) May 2014 Page 12 of 17 11. Light and Glare ~ a. What type of light or glare will the proposal produce? What time of day would it mainly occur?~ Minimal light and glare will be a result of residential lighting and traffic which will occur late in the evening or early in the morning. 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? ~ No significant impacts from offsite light or glare as a result of the surrounding residential neighborhoods are anticipated. d. Proposed measures to reduce or control light and glare impacts, if any: ~ Street lighting, when deemed necessary, will be installed in a manner that directs the lighting downward without exposed bubls. Exterior lighting of buildings will be restricted to porch style lights. 12. Recreation ~ a. What designated and informal recreational opportunities are in the immediate vicinity? ~ There are no recreational opportunities within the immediate vicinity. b. Would the proposed project displace any existing recreational uses? If so, describe. ~ None proposed. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: ~ The project will pay City park impact fees. 13. Historic and cultural preservation ~ a. Are there any buildings, structures, or sites, located on or near the site that are over 45 years old listed in or eligible for listing in national, state, or local preservation registers located on or near the site? If so, specifically describe. ~ No. b. Are there any landmarks, features, or other evidence of Indian or historic use or occupation? This may include human burials or old cemeteries. Are there any material evidence, artifacts. SEPA Environmental checklist (WAC 197-11-960) May 2014 Page 13 of 17 or areas of cultural importance on or near the site? Please list any professional studies conducted at the site to identify such resources. Lb.@!Q] No. c. Describe the methods used to assess the potential impacts to cultural and historic resources on or near the project site. Examples include consultation with tribes and the department of archeology and historic preservation, archaeological surveys, historic maps, GIS data, etc. Lb.@!Q] If a Historical or Cultural site is founding during the course of construction, the Department of Archeology and Historic Preservation (DAHP) will be contacted. d. Proposed measures to avoid, minimize, or compensate for loss, changes to, and disturbance to resources. Please include plans for the above and any permits that may be required. Lb.@!Q] None, there are no known impacts. If an archeological finding occurs during the course of construction, the DAHP will be contacted. 14. Transportation Lb.@!Q] a. Identify public streets and highways serving the site or affected geographic area and describe proposed access to the existing street system. Show on site plans, if any. Lb.@!Q] The project abusts Nile Ave NE which will be the primary private access into the site from the west for the existing single family residence. The remaining 5 sites will be accessed from separate private access points along NE 7th Pl. b. Is the site or affected geographic area currently served by public transit? If so, generally describe. If not, what is the approximate distance to the nearest transit stop? Lb.@!Q] No. There is a Metro bus stop on NE 4th St, approximately 0.5 miles south along Nile Ave NE. c. How many additional parking spaces would the completed project or non-project proposal have? How many would the project or proposal eliminate? Lb.@!Q] No parkings spaces will be eliminated as a result of this proposal. This proposal adds 20 additional parking spaces (4 each per home, including garage space). d. Will the proposal require any new or improvements to existing roads, streets, pedestrian, bicycle or state transportation facilities, not including driveways? If so, generally describe (indicate whether public or private). Lb.@!Q]_ Yes. The project proposes half-roadway improvements along Nile Ave NE and NE 7th Pl. SEPA Environmental checklist (WAC 197-11 ·960) May 2014 Page 14 of 17 e. Will the project or proposal 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 or proposal? If known, indicate when peak volumes would occur and what percentage of the volume would be trucks (such as commercial and nonpassenger vehicles). What data or transportation models were used to make these estimates? l.bfilQ] Approximatley 48 trips per day. Average daily trip rate for single-family is 9.52 trips/dwelling unit (per ITE Trip Generation Manual 9th Edition). g. Will the proposal interfere with, affect or be affected by the movement of agricultural and forest products on roads or streets in the area? If so, generally describe. ~ No. h. Proposed measures to reduce or control transportation impacts, if any: ~ The City of Renton will determine what the project is required to pay in Road Impact Fees. 15. Public Services ~ a. Would the project result in an increased need for public services (for example: fire protection, police protection, public transit, health care, schools, other)? If so, generally describe. ~ The need for public service such as fire, health, and police protection will be typical of single family development of this size. The school children originating from the homes in this development will attend the schools in the Issaquah School District #411. b. Proposed measures to reduce or control direct impacts on public services, if any ~ The roads and homes will be constructed to meet all applicable standards and codes used by the City. The proposed development will contribute to the local tax base and provide additional tax revenue for the various public services. The impact to the schools, parks, and traffic will be mitigated through the payment of Impact Fees. 16. Utilities l.bfilQ] a. ectricity, natural gas, water, refuse service, telephon sanitary sewer,~ other SEPA Environmental checklist (WAC 197-11-iSO) May 2014 Page 15 of 17 c. 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.bfilQ.I Power/Gas -Puget Sound Energy; Water -King County Water District 90; Sanitary Sewer -City of Renton; Refuse -Allied Waste; Telephone -Qwest; Cable TV -Comcast C. Signature 1.bfilQ.I · e and complete to the best of my knowledge. I understand that the lead agency is relyin them to make its decision. Signature: ///L C,v\ D. supplemental sheet for non project actions 1.bfilQ.I (IT IS NOT NECESSARY to use this sheet for project actions) Because these questions are very general, it may be helpful to read them in conjunction with the list of the elements of the environment. When answering these questions, be aware of the extent the proposal, or the types of activities likely to result from the proposal, would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented. Respond briefly and in general terms. How would the proposal be likely to increase discharge to water; emissions to air; pro- duction, storage, or release of toxic or hazardous substances; or production of noise? Proposed measures to avoid or reduce such increases are: 2. How would the proposal be likely to affect plants, animals, fish, or marine life? Proposed measures to protect or conserve plants, animals, fish, or marine life are: 3. How would the proposal be likely to deplete energy or natural resources? SEPA Environmental checklist (WAC 197-11-960) May 2014 Page 16 of 17 Proposed measures to protect or conserve energy and natural resources are: 4. How would the proposal be likely to use or affect environmentally sensitive areas or areas designated (or eligible or under study) for governmental protection; such as parks, wilderness, wild and scenic rivers, threatened or endangered species habitat, historic or cultural sites, wetlands, floodplains, or prime farmlands? Proposed measures to protect such resources or to avoid or reduce impacts are: 5. How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? Proposed measures to avoid or reduce shoreline and land use impacts are: 6. How would the proposal be likely to increase demands on transportation or public services and utilities? Proposed measures to reduce or respond to such demand(s) are 7. Identify, if possible, whether the proposal may conflict with local, state, or federal laws or requirements for the protection of the environment. SEPA Environmental checklist (WAC 197-11-960) May 2014 Page 17 of 17 PARCEL A EXHIBIT "A" WESTON HEIGHTS NORTH RIGHT OF WAY DEDICATION THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETIE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 15 FEET NORTH OF THE SOUTHWEST CORNER OF THE NORTH HALF OF SAID NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 11; THENCE EAST TO A POINT645 FEET WEST OF THE EAST LINE OF SAID SUBDIVISION; THENCE NORTH 157.5 FEET TO THE SOUTH LINE OF THAT TRACT DESCRIBED UNDER RECORDING NO. 5481257; THENCE WEST 675 FEET, MORE OR LESS, ALONG SAID SOUTH LINE, TO THE WEST LINE OF SAID SUBDIVISION; THENCE SOUTH ALONG SAID WEST LINE TO THE POINT OF BEGINNING; EXCEPTTHE WEST 30 FEET THEREOF, RESERVED FOR 148TH AVENUE SOUTHEAST (NILE AVENUE NORTHEAST}. PARCEL B TRACT L, WINDWOOD DIVISION 3, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 198 OF PLATS, PAGES 22 THROUGH 27, RECORDS OF KING COUNTY, WASHINGTON. SAID RIGHT OF WAY DEDICATION MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID PARCEL B, ALSO BEING A POINT ON THE EASTERLY RIGHT OF WAY MARGIN OF NILE AVENUE NORTHEAST, THENCE NORTH 00°17'30" EAST ALONG SAID EASTERLY RIGHT OF WAY MARGIN AND PARCELS A AND B, A DISTANCE OF 171.01 TO THE INTERSECTION OF SAID EASTERLY RIGHT OF WAY MARGIN WITH THE SOUTHERLY RIGHT OF WAY MARGIN OF NORTHEAST 77TH PLACE; THENCE SOUTH 87"27'27" EAST ALONG SAID SOUTHERLY RIGHT OF WAY MARGIN A DISTANCE OF 635.21 FEETTOTHE EAST LINE OF THE ABOVE DESCRIBED PARCEL A; THENCE SOUTH 00°17'30" WEST ALONG SAID EAST LINE A DISTANCE OF 12.51 FEET TO A POINT 12.50 FEET SOUTH OF SAID SOUTHERLY RIGHT OF WAY MARGIN AS MEASURED AT RIGHT ANGLES THERETO; THENCE NORTH 87"27'27" WEST PARALLEL WITH SAID SOUTHERLY RIGHT OF WAY MARGIN A DISTANCE OF 613.10 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 15.00 FEET; THENCE WESTERLY AND SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 92"15'03", FOR AN ARC LENGTH OF 24.15 FEET TO A POINT 6.50 FEET EAST OF SAID EASTERLY RIGHT OF WAY MARGIN AS MEASURED AT RIGHT ANGLES THERETO; THENCE SOUTH 00°17'30" WEST PARALLEL WITH SAID EASTERLY RIGHT OF WAY MARGIN A DISTANCE OF 142.87 FEET TO THE POINT OF BEGINNING EXl-l 161T "6" -r --------Nll..E AVE NE --,----- le,, It; I --, 1'""'_ N00'17'30'E 171.01' ./ I "' -6ii0' l 142.BT t>i"u~ 1--J N00'17'30"E N n II II " ~!" sn-N i ,,..,, N~~ -< q ~~~ "' ~~ 0 '" I "; '-.J z "' ,,. ... \l) ij~ " <>ror "' z II IJ II " m --o-- r-3 z • 0'" ~ " "' c..,o (S) /<:) I i " __J ig~ I -f r "' 'l . " I z ::;: '" r-3 " -u " z ~ i " ... ::;: q r ~ru 0 I '" J,-J~ 0 "' () 0 "' m ,! 0 ~ <>ror < ~~~ "' 1ci,:;, v.>a(J) I jgcr: < ' + 'l . 0 « ,0 ' '°,.;, 1"-B q 0. '.o :P 1 I _C? I 00 "' cl .Cl lJ) N N I I N "' I I ~- I ~~ §Fl n:i:: >-< I ... ~!il I q I .. ~ N ~ ........ u, q n > I r [:' ..., 0 II ... I q 1 ... --q NOO'l 7' 30'E I A.S.P.I. WE.STON HE.Ic;HTS NORTH 02-23-2016 LAND 5UJiNt VJNQ Rl(iH T OF WAY DEDICATION AND PLANNJN<; SITE ADDRESS: 702 NILE AVE N.E. ASL ;532-e fVfR~Rf.fN WAY RENTON. WA. 95059 E.VE!cf.TT. WA 98203 PARCEL NUMBER: 1123059002. 94 7794 TR-L 212052 (425) 252-1004 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT RIGHT OF WAY USE I DEFERRAL I WAIVER I VARIANCE I FEE IN LIEU APPLICATION Planning Division I Development Engineering Section 1055 S Grady Way -Renton, WA 98057 Phone: (425) 430-7200 I Fax: (425) 430-7231 Project Name: Weston Heights North Short Plat Site Address: 702 Nile Ave NE Legal Description of Property: ....:S....:e_e_P_la_t_M_a....:p ___________________ _ Include King County Assessors Parcel No: 112305-9002, 947794TR-L Applicant: Kevin O'Brien Phone: 425-869-1300 Cell: Business Address: 15 Lake Bellevue DR, #102 City/State: Bellevue, WA Attach a letter of request with this application, stating in detail: 1. Applicable City Code and Sub-ordinance 2. Items and quantities involved 3. Justification for request 4. Amount of time requested 5. Provide a vicinity map (8 W' x 11") 6. Provide a drawing of the site (8 ;I,'' x 11") Mail or drop off the completed application and map/drawing to: Steve Lee, Development Engineering Manager City of Renton 1055 S Grady Way, 5th Floor Renton, WA 98057 (425) 430-7299 Zip: 98005 Completed applications will be reviewed and a written determination issued approximately 3-4 weeks from t of receipt of application. You will be contacted if the application is incomplete or if additional ionise izf/1<, Applicant's Signature Date For City Use Only Deferral D New D Extension D New D Extension Offsite D Underground D Driveway Onsite D Slopes D Noise D Excess Right of Way 0 Fee In Lieu D Waiver H:\CED\Data\Forms-Templates\Self-Help Handouts\Pub/ic Works\ROWandDeferral.docx 08/14 • February 18, 2016 City of Renton Community and Economic Development ATTN: Jill Ding, Senior Planner 1055 S Grady Way Renton, WA 98057 Re: Street Modification Request Weston Heights North SDA PROJECT NUMBER 349-007-015 Dear Jill: This letter requests a modification of the street improvements, as tabulated in RMC 4-6-060F.2, along Nile Avenue NE bordering address 702 Nile Avenue NE (parcel 1123059002). The existing right-of-way width on Nile Avenue NE fronting the site is approximately 60-feet. Nile Avenue NE is classified as a Neighborhood Collector Arterial, with two (2) existing lanes that would require a right-of-way width of 83-feet. However, the Transportation Department has the Nile Avenue Corridor Plan, which requires a reduced right-of-way width. We have confirmed that the centerline of roadway and the centerline of right-of-way are coincident. Our proposal uses the Transportation Department's requirement for street improvements for the Nile Avenue Corridor Plan: 22-foot wide pavement from the centerline of the road, an 8-foot planting strip behind the 0.5-foot curb and gutter, and a 5-foot sidewalk with 1-foot clear behind walk. The proposed right-of-way corresponds with the back of the 1-foot clear behind walk. This project dedicates 6.5-feet of right-of-way for a total half-street right-of-way of 36.5-feet. The above justification is believed to comply with RMC 4-9-250D, decision criteria 2.a through 2.f. Sincerely, SDA Scott Mesic, PE Principal SDA 1724 W. Marine View Drive; Suite 140 Everett. WA 98201 P: 425.486.6533 F· 425.486.6593 Sewall Wetland Consulting, Inc. February 8 , 20 16 Kevi n O 'Brien Taylor Deve lopment, Inc. 15 Lake Bell e vue Drive, Suite 102 Bell e vue , WA. 98005 fDBox880 Fa ll Gty, WA 'ID24 RE: Critical Area Report-W e ston North City of Renton , Washington SWC Job #16-107 D ear Kevin , Phone: fil.859-0jl 5 This report describes our obse rvations of ju r i s diclion a l wetla nds, strea ms and buffers on the proposed Weston North Preliminary Plat, locat e d on Parce l # 11 23059002, in the City of Re nton , Washin gton. The 2.3 acre site is located in the SW '/4 of Section 11 , Township 23 North , Range 5 E ast o f th e W.M. in King County W ashington. METHODOLOGY Ed Sewall of Sewall Wetland Consulting, Inc. inspected th e s ite on June 1 7, 20 15 as well as February 23, 2016. The site was reviewed using m e thodology describ e d in the Corp s of Engineers We tlands Delineation Manual (En v ironmental Laboratory, 1987), a nd the Western Mountains, Vall e ys and Co ast regio n Supplement (V e rsion 2.0) d ated June 24 , 2010 , as r equ ired by the US Army Corps of Engineers as w e ll as th e City of Renton. Soil colors were id e ntified using th e 1990 Edited and Revi sed Edition of the Mun sell Soil Co lor Charts (K o llmorgen Instru ments Corp. 1990). Weston North/# 16-1 07 Sewall \.Vet land Cons ulting , Inc. February 8, 201 6 Page 2 Above: King County Parcel Map of the site. OBSERVATIONS Existing Site Docume ntation. Prior to visiting the site, a review of several natural resource inve ntory maps was condu cted. Resources reviewed included the National Wetland Inventory Map and the NRCS Soil Survey online mapping. Soil Survey According to the NRCS Soil Mapper website, the site is mappe d as Alderwood grave lly sandy loam 0 %-8% slopes (Map unit AgC. Alde rwood soils are not considered to be wetland or hydric soils according to the publication Hy dric Soils of the United States (USDA NTCHS Pub No.1491 , 1991). Westo n No rt h/#16 -107 Sewa ll \Vct land Co nsult ing, lnc. Above: N RCS Soil m ap of the stud y a rea . National Wetlands Inventory (NWI) February 8. 20 16 Pag e 3 According to the NW ! m a p for the s i t e , a for e sted wetland is lo cat e d immediate ly south of t h e site . Above: NW! Map of the study area Pleasant Path/Weston Plat Weston North/# 16-107 Sewall Wetland Con sulting. Inc . February 8, 2016 Page 4 Sewall Wetland Consulting worked on the Pleasant Path/Weston Plat to the south of the site. That property contained a forested wetland that was classified as a Category 2 wetland under the old 3-tier Renton Wetland Rating system. As a Category 2 wetland, i t had a SO' buffer measured from the wetland edge. Field observations Uplands The s i te contains a single family home, as well as two outbuildings and associated gravel driving and parking area located on the west s ide of the site. Several large Douglas firs are located near the home as well as several a p ple trees along the sou th boundary. The remainder of the site is a large mowed la\\'n/field with a s m all bamboo stand just east of the home . The pasture portion of the site is vegetated with a mix of bluegrass and orchard grass w ith dandelion and cats ear also present. A s ingle bitter cherry as well as a small clump of red alder is located along the south boundary to the east. Soil p i ts excavated in the upland portion of site were found to have dry, gravelly loam soils with soil colors of 7.SYR 2.5 /3. Soils were found to be dry within the upper 16" during all of our s ite observations. The site is border ed by the Olympus Villa Pait to the north , another large p lat to the east, and single family hoes to the south, and Ni le Avenue NE to t h e west. Wetlands The northern edge of a forested wetland located south of the site exten ds onto the south boundary. Below is a description of this wetland; Wetland A Weston North/#16-107 Sewall Wetland Consulting, Inc. February 8, 2016 Page 5 The north edge of a forested wetland was flagged along the south edge of the site with orange wire flags labeled Al-A 7. The edge of the wetland is topographically well defined and is well defined by vegetation. The wetland is vegetated with an immature forested overstory of red alder, with an understory of sitka willow, salmonberry, Himalayan blackberry, hardhack, lady fern, creeping buttercup, soft rush and reed canary grass. Soil pits excavated within the wetland revealed a gravelly loam soil with a color of lOYR 2/2 in the A-horizon, with a B-horizon with a soil color of lOYR 3/2 with common, medium, distinct redoximorphic concentrations. Soils were saturated near the surface during our winter observation of the wetland. Using the US Fish and Wildlife Wetland Classification Method (Cowardin et al. 1979), this wetland would be classified as PFO 1 C. Using the WADOE 2014 Wetland Rating system and rating the wetland as a depressional wetland, this wetland scored a total of 16 points with 3 for habitat. This indicates a Category III wetland. Under City of Renton Municipal Code "Category III wetlands have a 75' buffer measured from the wetland edge. Proposed Project The proposed project is the construction of a 6 lot residential Plat with associated infrastructure. The project proposes to reduce the low functioning lawn, 75' standard buffer of the Category III wetland by 25% as allowed by Code to 56.25'. This allowance for buffer reductions by 25% is RMC 44.3.050.G.2. In order to meet the 25% reduction, the criteria in RMC 4.3.050.H.2. must be met. These criteria are as follows RMC 4.3. 050.H.2. Authority and Documentation of Required Findings: Based upon an applicant's request, and the acceptance of a wetland and/or stream or lake study, mitigation and enhancement plan, the Weston North/#16-107 Sewall Wetland Consulting, Inc. February 8, 2016 Page 6 Administrator may approve an alteration to the minimum buffer widths where the applicant can demonstrate that through enhancing the buffer and the use of low impact development strategies the reduced buffer will function at a higher level than the standard buffer. Determinations and evidence shall be included in the application file. The City shall also evaluate all proposals using the following criteria, in the order below. The development plan will: Response: The proposed project will have a 56.25" buffer (75% of the standard 75' buffer) which will be enhanced through the installation of native woody vegetation. Currently this buffer is entirely mowed lawn. This mowed grass buffer, even in its 75' full standard width, provides little buffer function. The installation of woody trees and shrubs will create a natural barrier to intrusion into the wetland, increase forage and species diversity for wildlife, increase a source of organic material that can contribute to the wetland, increase surface water flow path vegetation as well as create shade for the wetland. a. Avoid any disturbances to the critical area or buffer; No disturbances to the wetland are proposed. Avoiding portions of the buffer would reduce the number of lots on the property by 40% and make the project financially not feasible. The reduced buffer will be enhanced to increase buffer function over current low function lawn buffer. Reducing the buffer is necessary to be able to fit two of the lots on the plat due to the close proximity of NE 7th Place to the North. b. Minimize any critical area or buffer impacts; The buffer has been reduced by 25% as allowed by Code which is the minimum that would make the lots feasible. In order to reduce buffer intrusion the house configuration on the lot has been turned 90 degrees rom the normal orientation to make them fit. c. Compensate for any critical area or buffer impacts; As allowed by Code, the compensation for reducing the buffer by 25% is enhancement of the entire buffer area (12,206sf) with native tree and shrub species. Weston North/#16-l 07 Sewall Wetland Consulting, Inc. February 8. 2016 Page 7 d. Restore any critical area or buffer temporarily impacted or lost; NA e. Create new critical areas and buffers for those lost; and NA f Enhance an existing degraded buffer to compensate for lost functions and values in addition to restoring or creating a critical area. As previously described 12,206sf of degraded, lawn wetland buffer will be enhanced with native tree and shrub species to increase overall buffer function. This mitigation area will be monitored over a 5 Year period. Proposed Mitigation The proposed Wetland Buffer Enhancement is detailed in the attached plan titled Critical Area Mitigation Plan -Plate of Weston North, dated 2-5- 16. The text below has been taken from the above described plan; PLAN GOALS, OBJECTIVES, AND PERFORMANCE STANDARDS: PLAN GOALS, OBJECTIVES, AND PERFORMANCE STANDARDS ARE OUTLINED INTHE TABLE BELOW. THE GOALS AND OBJECTIVES OF THIS PLAN ARE CONSIDERED ACHIEVED WHEN THE PERFORMANCE STANDARDS ARE SATISFIED. MONITORING PLAN (DURATION= 5 YEARS): AS-BUILT SCHEDULE: IMMEDIATELY FOLLOWING CONSTRUCTION FOLLOWING COMPLETION OF THE WORK SHOWN ON THIS PLAN, A QUALIFIED PROFESSIONAL SHALL PREPARE AN AS-BUILT OF THE WORK COVERED BY THIS PLAN. THE AS-BUILT SHALL SUMMARIZE THE COMPLETED WORK AS WELL AS ANY DEVIATIONS FROM THE APPROVED VERSION OF THIS PLAN. IN ADDITION TO THE AS-BUILT, BASELINE MONITORING DATA SHALL BE Weston 1'orth/#16-107 Sewall Wetland Consulting, Inc. February 8, 2016 Page 8 COLLECTED AND PERMANENT PHOTO POINTS SHALL BE ESTABLISHED. BASELINE MONITORING DATA AND PHOTOGRAPHS SHALL BE CONSISTENT WITH THAT DESCRIBED FOR "ANNUAL MONITORING" (SEE BELOW). THE AS-BUILT AND BASELINE MONITORING DATA SHALL BE SUBMITTED TO THE CITY OF RENTON NO LATER THAN 30 DAYS FROM THE DATE THAT THE WORK SHOWN ON THIS PLAN HAS BEEN COMPLETED. PLAN GOALS, OBJECTIVES, MONITORING SCHEDULE, & PERFORMANCE STANDARDS GOAL OBJECTIVE SCHEDULE PERFORMANCE STANDARDS TO SUCCESSFUlLY £NHANU: ON-SITE m INSTALL ANO SUCCESSFULLY CRITICALAAEA BUFFER. ESTABIJSH 'L4TIVE PLANTINGS (TREESAN0SHRUBS)WITHIN CTIITICALAREABUFFER YEAR 1 QUARTERLY VEARS2,3,4.&5 l.ATISLJMMER • UXll"oSURVIVAI. Bl'IN.sTALilD PLANlSAFTERTHE FlRST GROWING SEASON THIS STANDARD CAN BE MET Tl-lroUGH PLANT ESTABUSHMENT OR qEPLA.NTING, AS NECEs.sARY, TO ACHIEVE THE REQUIRED~ NUMBERS • HS%ruRVIVAlBYINSTAUEDPLANTSAfTERTHfSECOlll0 ~"6 • 60%AVERAGECOVERAGE B¥NAT1V£W000Y PLAP,,T )l)tCIES AFTER THE FifTH GROWING SEASON UP TO 20!'. OF THE liAT'VEWOOOY PlANT5ff:OESC0VERAGE MAYBE COMP!l:ISED Of Df.SlRABlE NATI\/!: COLONIZING ~EClfS TO LIMIT NOl(IQUS WHO $PEOES TO P'lOVIDE FULL INITIAL ¥£ARI QUARTE~LY • USSTHANlQ,;.COVERAGEBYAlLCI.ASS"A', 'B",AND"C: WITHIN O,,._SITE CRITICAL AREA CONTROL Of NOXIOUS WEED BUFFER SPECIES.i.ND'1-IENTO MINIMIZE lrlEGENERAl.?llESENUC'f NOXIOI.JSWEEDSPECIES ANNUAL MONITORING (S YEARS) NOXIOUS WEEDS (INCLUDING NON-REGULATED "B' AND "C" 'fEAASl 3 4 &.5 NOXIOUS WEEDS ANO "WEEDS OFCONCERN"JIDENTlflED LATE ~MMER 011! n-tE LATEST KING COUNT'!' NOXIOUS W£fD LIST SCHEDULE: QUARTERLY DURING THE FIRST YEAR FOLLOWING PLANT INSTALLATION AND THEN ANNUALLY FOR 4 ADDITIONAL YEARS. FOLLOWING ACCEPTANCE OF THE AS-BUILT, ANNUAL MONITORING SHALL BECOMPLETED FOR A PERIOD OF FIVE (5) YEARS. ANNUAL MONITORING SHALL BE COMPLETED BY A QUALIFIED PROFESSIONAL AND SHALL COMPRISE DETAILED SITE ASSESSMENTS AND REPORTING PER THE FOLLOWING SCHEDULE: L QUARTERLY DURING THE FIRST YEAR (YEAR 1) FOLLOWING INITIAL PLANT INSTALLATION; AND L IN AUGUST OR SEPTEMBER OF THE SECOND THROUGH FIFTH YEARS (YEAR 2 THROUGH YEAR 5) FOLLOWING INITIAL PLANT INSTALLATION. EACH DETAILED SITE ASSESSMENT SHALL TO EVALUATE SITE CONDITIONS PER THE CURRENT YEAR'S PERFORMANCE STANDARDS. THE FOLLOWING INFORMATION SHALL BE COLLECTED AND ASSESSED RELATIVE TO THE PERFORMANCE STANDARDS ESTABLISHED FOR THE PROJECT: THE PERCENT SURVIVAL OF INSTALLED PLANT STOCK (YEAR 1 THROUGH YEAR 2 ONLY). A DIRECT COUNT INVENTORY AND ASSESSMENT OF ALL INSTALLED PLANTS SHALL BE USED TO Weston ~orth/# 16-107 Sewall Wetland Consulting, Inc. February 8, 2016 Page 9 EVALUATE PERCENT SURVIVAL. THE RATIONALE FOR POOR CONDITIONS, IF PRESENT, WILL BE DETERMINED TO THE EXTENT FEASIBLE. 1 THE PERCENT COVERAGE PROVIDED BY INSTALLED PLANT SPECIES (ALL YEARS). INSTALLED PLANT STOCK PERCENT COVERAGE SHALL BE ASSESSED USING APPROPRIATELY SIZED SAMPLE PLOTS OR LINE INTERCEPT TRANSECTS. I_: THE SPECIES COMPOSITION OF AND PERCENT COVERAGE PROVIDED BY NOXIOUS WEED SPECIES (ALL YEARS). SPECIES COMPOSITION AND PERCENT COVERAGE BY NOXIOUS WEEDS SHALL BE ASSESSED USING SAMPLE PLOTS OR LINE INTERCEPT TRANSECTS . IN ADDITION TO THE DATA COLLECTION AND ANALYSIS REGARDING PLANT COMMUNITY CONDITIONS, PHOTOGRAPHS OF EACH WORK AREA SHALL BE TAKEN FROM THE PERMANENT PHOTO POINTS ESTABLISHED DURING THE AS-BUILT. QUARTERLY MONITORING REPORTS SHALL BE SUBMITTED TO THE CITY OF RENTON NO LATER THAN 30 DAYS FOLLOWING EACH MONITORING ASSESSMENT. ANNUAL MONITORING REPORTS SHALL BE SUBMITTED TO THE CITY OF RENTON NO LATER THAN OCTOBER 3 I OF THE RESPECTIVE MONITORING YEAR. CONTINGENCY PLAN: SHOULD ANY COMPLIANCE MONITORING ASSESSMENT REVEAL THAT THE PERFORMANCE STANDARDS FOR THE RESPECTIVE YEAR ARE NOT SATISFIED, THE PERMITTEE SHALL WORK WITH THE CITY OF RENTON TO DEVELOP A CONTINGENCY PLAN TO ADDRESS THE DEFICIENCY(IES). CONTINGENCY PLANS CAN INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING ACTIONS: 1. ADDITIONAL PLANT INSTALLATION; 2. EROSION CONTROL; 3. HERBIVORY PROTECTION; 4. MODIFICATION TO THE IRRIGATION REGIME; AND/OR 5. PLANT SUBSTITUTIONS OF TYPE, SIZE, QUANTITY, AND LOCATION. SUCH CONTINGENCY PLAN SHALL BE SUBMITTED TO THE CITY OF RENTON BY Weston North/#16-107 Sewall Wetland Consulting, Inc. February 8, 2016 Page 10 JANUARY 31 OF ANY YEAR WHEN DEFICIENCIES ARE DISCOVERED. UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON, ACTIONS SPECIFIED ON AN APPROVED CONTINGENCY PLAN MUST BE COMPLETED WITHIN 60 DAYS. IF THE FAILURE IS SUBSTANTIAL, THE CITY OF RENTON MAY EXTEND THE COMPLIANCE MONITORING PERIOD FOR THE WORK SHOWN ON THESE DRAWINGS. MAINTENANCE PLAN: THIS SECTION PROVIDES A GENERAL OVERVIEW OF THE MAINTENANCE PROGRAM NECESSARY TO ENSURE THE PERFORMANCE STANDARDS ESTABLISHED FOR THIS PLAN ARE ACHIEVED. NOXIOUS WEED CONTROL FOLLOWING PLANT INSTALLATION AND AT REGULAR INTERVALS DURING THE MONITORING PERIOD, NOXIOUS WEED CONTROL SHALL OCCUR ON A SPOT TREATMENT BASIS WITHIN EACH WORK AREA. TARGET NOXIOUS WEED SPECIES SHALL INCLUDE THE FOLLOWING: ALL CLASS "A", "B", AND "C" NOXIOUS WEEDS (INCLUDING NON-REGULATED "B" AND "C" NOXIOUS WEEDS) IDENTIFIED ON THE LATEST KING COUNTY NOXIOUS WEED LIST. NOXIOUS WEED CONTROL WORK SHALL CONSIST OF THE CUTTING AND REMOVAL FROM THE SITE OF ALL NOXIOUS WEED SPECIES STEMS, CANES, RUNNERS, SHOOTS, SEED PODS, FRUITING BODIES, AND LEAVES PER THE FOLLOWING METHODS: 1. HAND PULLING. 2. MANUALLY CUTTING USING MACHETES, LOPPERS, AND/OR CLIPPERS. SPOT TREATMENT SHALL OCCUR MONTHLY AND/OR AT A GREATER FREQUENCY, IF NECESSARY, TO CONTROL NOXIOUS WEED SPECIES TO A MAXIMUM OF 10% OR LESS COVERAGE. DURING ALL NOXIOUS WEED CONTROL WORK, EXISTING OR PLANTING NATIVE VEGETATION SHALL BE PROTECTED FROM DAMAGE. GENERAL MAINTENANCE EACH WORK AREA SHALL BE MAINTAINED AT REGULAR INTERVALS DURING THE MONITORING PERIOD TO PROMOTE THE SUCCESSFUL ESTABLISHMENT AND VIGOROUS GROWTH OF THE INSTALLED PLANT STOCK.GENERAL MAINTENANCE SHALL INCLUDE: 1. WEEDING THE BASE OF INSTALLED PLANTS. 2. RE-APPLYING BARK MULCH TO MAINTAIN A 6" MINIMUM APPLIED THICKNESS -YEAR 1 ONLY. Weston North/#16-107 Sewall Wetland Consulting, Inc. February 8, 2016 Page 11 3. THE PRUNING OF INSTALLED PLANTS TO REMOVE DEAD WOOD AND PROMOTE VIGOROUS PLANT GROWTH AND PROPER FORM. 4. THE REPLACEMENT OF PLANTS THAT APPEAR TO BE IN DISTRESS AND/OR DISEASED. 5. THE REMOVAL OF TRASH, LITTER, AND/OR OTHER NON-DECOMPOSING DEBRIS. GENERAL MAINTENANCE WORK SHALL OCCUR MONTHLY DURING THE GROWING SEASON AND/OR AT A FREQUENCY OTHERWISE NECESSARY TO ENSURE THE SUCCESSFUL ESTABLISHMENT AND VIGOROUS GROWTH OF THE INSTALLED PLANTS AND/OR THE CONTROL OF NOXIOUS WEEDS. TEMPORARY IRRIGATION TEMPORARY IRRIGATION SHALL BE PROVIDED FOR TWO (2) GROWING SEASONS FOLLOWING PLANT INSTALLATION. IRRIGATION SHALL BE APPLIED PER THE SPECIFICATIONS DESCRIBED ON SHEET 1. If you have any questions in regards to this report or need additional information, please feel free to contact me at (253) 859-0515 or at esewallrdsewallwc.com. Sincerely, Sewall Wetland Consulting, Inc. Ed Sewall Senior Wetlands Ecologist PWS #212 Attached: Wetland Rating Forms Wetland Data Forms Weston North/#16-107 Sewall Wetland Consulting, Inc. REFERENCES February 8, 2016 Page 12 Cowardin, L., V. Carter, F. Golet, and E. LaRoe. 1979. Classification of Wetlands and Deepwater Habitats of the United States. U.S. Fish and Wildlife Service, FWS/OBS-79-31, Washington, D. C. Environmental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual, Technical Report Y-87-1. U.S. Army Corps of Engineers Waterways Experiment Station, Vicksburg, Mississippi. Muller-Dombois, D. and H. Ellenberg. 1974. Aims and Methods of Vegetation Ecology. John Wiley & Sons, Inc. New York, New York. Munsell Color. 1988. Munsell Soil Color Charts. Kollmorgen Instruments Corp., Baltimore, Maryland. National Technical Committee for Hydric Soils. 1991. Hydric Soils of the United States. USDA Misc. Pub!. No. 1491. Reed, P., Jr. 1988. National List of Plant Species that Occur in Wetlands: Northwest (Region 9). 1988. U.S. Fish and Wildlife Service, Inland Freshwater Ecology Section, St. Petersburg, Florida. Reed, P.B. Jr. 1993. 1993 Supplement to the list of plant species that occur in wetlands: Northwest (Region 9). USFWS supplement to Biol. Rpt. 88(26.9) May 1988. USDA NRCS & National Technical Committee for Hydric Soils, September 1995. Field Indicators of Hydric Soils in the United States -Version 2.1 Western Mountains, Valleys and Coast Regional Supplement (Version 2.0) dated June 24, 2010. USACOE Washington State Wetlands Rating System for Western Washington Revised 2008. Weston North/#16-107 Sewall Wetland Consulting, Inc . Above: Looking easterly at wetland and lawn buffer area. Below: Lookin westerly across northwest side of site. February 8, 2016 Page 13 Above and below: West side of site and structures. Weston North/#16-107 Sewall Wetland Consulting , Inc. February 8, 2016 Page 14 Above: looking east across site. Below: Looking west across site Weston North/# 16-107 Sewall Wetland Consulting , Inc. February 8, 2016 Page 15 APPLICANT/OWNER PROSPECT DCVELOPMENT. LLC 2"13 5TH AVE NC . STE 201 PUYALLUP. WA. 98J72 CONT.t.CT. JUSTIN HOI.LANO ENGINEER/PLANNER SURVEYOR ~ 45.)2-B CVERGRCEN WAY MR£Tl. WA 96203 (425)252-1864 SIT[ Q[V[LOf>t.l[NT ASSOCIATES 1724 W. WARINC VIEW DRIYC f140 MREn, WA 911201 CONTACT : VANCE V. BLUE, ?LS WETLAND BIOLOGIST S£WALL WETLMD CONSULTING, INC . P.O. 90JI 880 FALL CITY. WA 98024 (25J) 859-0515 CONTACT : ED S£WA1.L (42 5) 4815 -65JJu. 1~ ,me1icOadosnglnHr1.com CONTN;;T : scan W[SIC, PE Sheet List Table SHEET NUMBER SHEET TITLE TITLE Sk[[l .t D:1Sl CONDITIONS C2 .0 T.[.S.C ANO CAADIHC Pl.AH T.t.s.c . NOTES &. DETAILS R~AYAN00RAl"""'EPL>.N CJ.1 R<W> & QRAIWr.G( PllOflLES ~--- .,. ,, 222.e· w z I~ 0 w > J2.01 s SF < ~ z SURVEYOR'S NOTES BASIS FOR UTILITY LIW[S SHOWN: FIELO OBstRVATIONS & PAUHEO LOCATES UTILI TIES OTMER lHAN THOS£ SHOVIN lilAY EXIST ON THE SIT£. UNO ERGROON O UTLITY LOCATIONS SHOWN HEREON ARE TAKEN FROM A COMPILATION Of g I :ru;c~G~~~~s o~N~rs:.~~u21 E~~c~gfN~Nor~C:~~~E u~~,i;!A~~~y~ ARE ONl Y APPROXIIIIA TE UNDERGROUND CONNEC TIONS AA[ SHOWN AS STlVJCHT LI N[S B[l'llt[N 'IISIBL[ Sl.1RfAC£ LOCA TIONS BUT lil AY CONTAIN BENOS OR CURVES NOT SHOWN. flELO VERIFICA TlOH IS NECESSARY PR!~ TO ~ CURING ANY CONSTRUCTIOO. N:\C'roJecti \.H9 (p ro~pect developmert)\OOf-1.':i :•u:on ror'.t>)\O•Q\5heets\101"\WN -t101 .d"~ J••22 I NW 1/4, SW 1/4 OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M WESTON NORTH PRELIMINARY PLAT PLAN NE 7TH PL &0.66 JANUARY 22, 2016 C ivil Engineering Project Management Planning 1724 W. Marine View Drive, Suite 140: Everett , Washington 98201 Office: 425.486 .6533 Fax: 425.486.6593 www.sdaengineers.com "'· ----------------------ao.06 50----:D5" 7o.oS' 60.05' 70.05' 40 1 ~:40' Sc:J e 2~~4.01 I I 1~1 . + ;_-''•l ·~ '.:' ::, .~ ' --~----------- .'.I.,-~ • I ". \. N E9,o 0 BO teet VICIN ITY MAP SITE A DDRESS 702 NIL[ AV[ N.E. RENTON WA. !lel05!1 TAX PARCEL 112~9002, 9 47794TR-L DATUM NAVO 88, PER Cm' or RENTON VUT1CAL CONTROL BENCHMARK fOIJNO CONC . MON. WITH BRASS CISI( ANO PUNCH COWN 1.5' IN CA SE . 10/09/15 (CITY Of' RENTON 2101) EL[VATION•156.06 LEGAL DESCRIPTION THAT PORTION or THE NOR'THWEST QUARTER or TH£ SOl/T HW [ST OUAA'TER Of' SE:CTION 11, TOWNSHIP 23 NORlH. RANG[ 5 OST, WILLAMCTTE lil[RIDIAN, IN KING COUNTY, W"5Hl~TON, OCSCRlB[D "5 f'Ol.LCWS : BECINNI~ AT A POINT 15 FEET NORTH or TH( SOUTHWEST CORNER or THE NORTH l'W.f Of SAID NORTHWEST OUAAT[R or THE SOUTl-fllfEST OVAA'T[R or SAIO SECTION 11 ; THENCE EAST TO A POINT 645 fE[T WEST or TH[ EAST LIN[ Of 5"10 SUBOMSION; TH[NC[ NORTH 157.5 fE[T TO THE S0l1TH LINE Of THAT TRACT DESCRIBED UNDER RECORDI NG NO. ~1257; ll-lCNCE WEST 67!) fEET. WORE OR L[SS, AlONG SAID SOUlH LINE, 10 THE WESl LINE Of SAID SUBOMSION; TH[NC[ SOUTH ALONG SAIO WEST LINE TO TH[ POlHT or B[CINNING ; EXCEPT THE WEST 30 fEtT THEREOF, RESERVED FOR 148TH AVENV£ SOUTHEAST (NIL£ AVENUE NORTHEAST) TOGETH[R WITH 1RACT L. WlNDWOOD DMSION J, ACCORDING 10 THE PLAT THEREOf', R[COROEO 1W VOLUME 1 98 Of' PLATS. PACES 22 THROUGH 27, RECOROS or 1(1~ COUNTY, -~INClOH. SUBJECT TO AN £ASOlENT OVER TRACT L FOR TELEPHONE fACILITIES THE LOCATION or WHtCH IS NOT DETERMINED "5 RECORDED UNDER RECORDI~ NUlil8ER 3575595. BASIS OF BEARINGS HA0/8.J-91 FROM TH£ lilON Ulil[NT A T THE SOUTHWEST CORNER Of THC SOUTHWEST QUARTER Of SECTION 1\, TW.2J. RGE . 0:X:, (CITY Of RE NTON 2101) TO TiiE MONU I.I ENT AT TH[ NORTHWEST CORNER or TttE SOUTMWE.ST CORNER SECTION 11, TYIP.2J, RC[. 05 (CITY Of RENTON 1852). BEARING• ND0'17'J~"E GRADING QUANTITIES: CUT : f ill: NtT: CY CY CY(flLL) ® Know what', below . ~ CITY OF ~ RENTON .........,.Wltlf CITY Of' R!NTON BTANDAAD8 &,. Dote: By : Dote: ., Call befo,e you dig . I"' o.,., eli eli~li ~lhl!: 1 1 11 ~1, j l d ~ ! H 11 ! ! 6if ~ i ! 1 •I I > § i ~ f "1U - ~ ;, i j ; ~ : ~ " H ffi li' • * -11 en z J: Q .... a: 0 0 z ..: en z x w 0 ... .... I-w Cl) w :,:: w en ~ w _, I- i'.= C1.0 ~ EXISTING MAJOR CONTOU R EXISTING ... INOR CONTOUR PROPERTY LIN( IHTERCEPTOR OITCH WITH ROCK CHECK 0,..1,1 (SEE DElAK.. \, SH[(T CV) SILT fENCC (SEE OElAIL 2, SHE£T C2.1) CLEARING/CRADING u1,ms (SE£DCTAIL4,SH£ETC2.1) K x K K X EX . STRUCTURE TO BE R[WOV[O a CATCH &\SIN INLCT PROTECTION (SEEOETAlL4.SHEETC2.1) l,/·\.-'roJeCt$\J49 (pr Jsge.l de,el::,pmert)\00/-1~ ; .. e$ior> ~or:t1)\0w,;i\st1cets\ll.ll-'\WN -crl.ll ""'~ ..14,22 NW 1/4, SW 1/4 OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 05 EAST, W .M ,-1 -r- 1 L~----r-;~---1 -~ ~-·----------' /-----.---------. --.. -~ I I /I ·.· ·-· .. --,- 1 i I : i ---" , : I' I ! Ii ,, ·r I : I ( i l,11:, I I 1 11 I !: I ~i I!,~ -d!---r--··-~--~~--~.~,--~:\ f " .. .. 3: I so·euFHR •IICA (21,10]Sf ) ' ' I I '- ', I \ ' ' \IEll.~D ' \ \ ';,- \ :,O'IIUIILR AHU (111.~•2 S.f) @l DATUM NA.l/0 88, PER CITY or RENTON ® '/ERTICALCON'TROL BENCHMARK I fOUND CONC. WON. illllt1 BRASS OISI< ANO PUNCH 1"=40' I --- I ' I N EB.a 80 40 O :-eel Scol~ ~ CITY OF RENTON OOWUANCE WITH CITY Of' AINTON STAfrCWIDe 8'J: O<,te: El)': Oi:ite: ., _Oat•: ~~ ~F\~~r~~sc2,~f{0911 5 Knowwhaf1below . ELEvAT10N-1!16.06 Call before you dig. 18)' Oale: eli elii li !lhl~ I: I~ ;I! ~1 ij -U 11 11! n l~ ~h ! ' 11,l, 'l ~ rat: 111~1· _j h-~I ~ C ! i;~ ·;t ~ii~ z :::c ::5 I-a. a: C, 0 z c z < a: z C, 0 C z I-< en (.) w (I) 3: ui ._; C2.0 SITE GRADING AND T.E.S.C. NOTES BMP T5 .13 NW 1/4, SW 1/4 OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M ~ 1. FAil.URE TO COMPlY WfTH THE EROSION CONTROl REQUIREMENTS, (UDC Ctw>'TER J0.6JASCC), WATD QlWJTY REQUIREMENT"S. {SECOOH 7.$3 SCC} AHD Cl.EARING ~ W>l.ATJOtt.i lilo'Y RESOLT IN REVOCATION OF PROJECT PERMIT'S, Pl.AH APPROYM.. AND BONO FORECl.OSURES. 2 • ~KlRsJill~f ~~~:Ct~ri~~~~ PROJECT SIJRllf:"rOtt AS REOIJIRED B'I' THESE Pl.ANS. THE PRO.IECT SURVEYOR'S ~ AHO Ta£PH0NE NUMBER ARE: MITCH EVANS PHOff(: (425) 923-5700. 3. THE OEVEl.DPER/PROJECT ENGINEER IS RESf>OHSIBl[ FOR WATIR QlWJTY AS DETERMINED B'I' THE MONITORING PROGRAM, ESTABUSHEO B'I' THE PROJECT ENGIN£ER. THE PffflJECT ENGINEER'S NAME AHD PHONE NUMBER ARE l<[N ~rY.~'}\~. (u:i) 4:1-__6~, 24 RAPID RESPONSE WATIR QUALITY CONTACT 4. THE ~ EROSIOH/SEDIMEHTATION COHTROt. FACIUTIES SHAU. 8E CONSTRUCTED PRIOR TO Ntt GIUOINC OR OCTDilSNE LAND Cl.EARING IN ACCORO,lHCE WITH TH[ APPROVED TEMPORARY ER05'0H/SE0M'.NTAT10N CONTROL Pl.AN. lHES( F.rounES MUST BE SAT1SfACTORl.Y ...... NTAINED UfrfTil CONSTRUCTION AHO l>HOSCN'W'«, IS COlril'\.£TEO AHO THE POTtNTW. FOR ON-SITE EROS()N KAS PASSED. 5. AU. SIT[ WOftl( MUST COWPLY TO UDC aw>TER 30.e.JA. SCC AHO CHAPTER lJ or THE lfffERNAllOK,lJ,. BUil.DiNG CODE (LATEST EOCTIOM). II. ALL EARTH WOffK $HALL 8E P[Rf"ORWEO IN .tr.CC<>MlN«:E WfOi COUNTY STNolOAROS. PRE -COHSTRUCTION SOILS INi"ESTIGA~ MAY eE REOUIRED TO EVAI...UATE SOILS STASIUTY. 7. IF CUT AND FILL SLOPES EXCEED A MAXIMUM OF TWO FEET t-lORIZOHTAI... TO ON£ FOOT \otRTlCM... A R()CI( OR CONCRETE RETAINING WALL W.Y BE REQUIRED. ALL ROCK RETAINING WALLS GREATER THNol FOUR (4) FEET IN HEIGHT ARE TO FOlLOW COONTY SPECIFICATIONS AHO TO B£ DESIGNED AHO C£RTIFIEO B'I' A CML ENCINCIR WfTH EXPERIENCE IN SOILS M[CHAHICS. FtNCE TO 8E PROW)(() FOR AU. WN..lS GREATER THAN ,10• IN HEJCHT. 8. STOCICPl.ES ARE TO 8E LOCATED 1H wt AREAS AHO ADEQUA.TD.Y f>ffOTECTED B'I' TOff'OfWfl' S£E0INC OF A PERE""4W.. CROIJNO co,l[R GRASS. ~ IS PREFERRED. SJ'OCl(Pll.£S SHALL STABIU2£0 WrT'HIN 24 HOURS or RJRMATION . a. ALL smUCTURAL FU SHALL 8E COMPACTED TO A MINIMUM OF 95X: or MAlUMUM OEHSITY BY WOOIAED PffOCTOff TEST IN 10• (MAX) UfTS. ALL TESTS SHAU.. 8£ SENT TO SNOHOMISH COUNTY. PROW)[ COPY WfTH AS-BUILT PLANS. 10. T.E.S.C. MEASURES SHALL BE INSTALLED PRIOR TO N('( SITT WORIC (SEE ATTACHED PLAN). 1 I. THE DRAINAGE SVSTEM SHAU. BE INSTAl..1.£0 IN ACCORCIANCE WITH THE N'PRCNED PLAH (SEE ATTACHED). AF'PR<:NAI... 1h' THE COUNTY GAAOING INSPECTOR FOR INSTAL.LINC ()RAIIW.[ S'tSTDI PRIOR TO FRAMINC INSPECTION ON HOUSE. 12. THE SURf"AC[ or ALL Sl.DPES SHAU. 8E COMPACTED. TltS lt&AY BE JrCCOWPUSHEO BY OVER-BUIU>ING fH£ Sl.OP[S, THEN CVTTINC 8lCI( TO F1NA1... GRADES, OR EfT' RVMl'IIHG THE COMPACTOfil O'..cR THE SLOP£ AS EACH LIFT IS 8EWC PLACED. AU. SLOPES SHAU. BE COMPACTIO Bf TM[ [NO or EACH WORK "''· 13. SllTS FROM OETDmON FACIUTIES ARE TO fl( Cl.E.ANED TO DESIGN VAULT eonow El.f.VATIDN PRIOR TO CONSTRUCTION ACCEPTN<a. 14. SEEDING SPECIFICATIONS -CRASS SEED SHAl.l.. BE LOW-~G WIX (IE. ~ur~~;cl~~lo.%"~E:~~NT~ ~ED AT THE RATE Of 15. AU. EXPOSED AHO UN'llll'OfflC£D SOILS SHAl.l.. BE STABIUZEO B'I' SUITABLE APPUCATlON Of 8MP'S . FROM lt&AY 1 TO SEPTDialf 30 NO SOILS SHAU RO,l,A,IN UNSTA81UltO FOR ~ TH,V,i 7 t)I.YS ~ PERWTTEO. rROM OCT08ER 1 TO APRt. JO, NO SOIL lt&AY RO,l,A,IN EXPOSED FOR MCME ~ 2 C,.YS. THE SITE, STORM WATER RUNOFF SHALL PASS THROl.lQ1 A SElllMDfT PONO OR SEDIMENT TRAP , OR OTHER APPROf>RIAT£ BMP's. DEHU0£D AREAS SHAU 8£ ~ Bf MUl..01, SOO, PlASTIC, OR OTHER 8MP AS NEEDED; SOIL STQCl(Pll.£S StW.L 8( STASlUZED OR PROTECTED WITH SEDIMENT RETENTION Britf>'S wrTHIN 24 HOURS Of FORMATION. GRADING ANO CONSTRUCTION SHAU. 8£ TIMED ANO CONDUCllD IN STAGES TO ..... ZE SOIL EXPOSURE. 16. EROSION CONTROL lt&ATERW..S St-W..L eE STORED IN ST0CXP1l£S ON SITE PRIOR TO AHf CONSTTWCTION ACTMTIES. PR0/10£ 24 HOUR COVER. 17. BEFORE CONSTTruCTlON ACCEPTANCE 8f THE COUNTY, THE APPLICANT SHAU. EST"8USH A PERMAHCNT YEC£TATIVE GROUND CMR. TO CONTROl SOIL EROSK>N, ALL AREAS or LANO ocsnM8AHC£ NOT OTHERWISE PERMANENTLY STAIILJZ[I) BY IMPERVIOUS SURFACES OR ono WENG SHAl.l.. HAYE A PERt,Wr,iENT IJCGETATN'E COYER . I&. ALL TEMPOAARY £ROSIOH AHO SEDIMENT COHTROL MEASURES SHAU. 8£ R£MOl..tD WfTMIN JO ~Y'S Af'TCR nN.ll SITT STABILIZATION IS ACHIEVED OR N'TER THE TEMPOIWfV BMPS ARC NO l.ONC£R NEEDED. TIW'P£O SEDIMENT SHAU. 8£ REWCNEO OR STABILIZED ON SITE. OISTURBEO SOIL AREAS RESULTN. FROM R£MC7,IAl stw.L BE PERt,l,lrHENlLY STA8IUZ£0. 19. STRUCTURAL BN:Kf1l..L stW..L MEET THE MINIMUM REQUIREMENTS or WSOOT STANDAAO SPECIFICATIONS SECTION 9-03.14. MONITORING PROGRAM INSPECTIONS SHOULD 8E liW)£ WITHIN 24 HOURS AFTER LARGE STORM EVENTS. ~ ~~~ST~~~~::;~ ~Nr~ ~ IS BASED LESS ON ~ SIZE TI-Wil ON RCGUI..AR S£0M£HT RO,tO,'AL.. ,£-AU. TEMPORJrRY NliO PERMAHENT EROSIOH AHO SEI*ilOfT CONTROL ocw::D SHAU BE MAINTMHEO AMO REPNRW AS NE£D£D TO J..SSUK: CONTINUED i PERFORM,,WC[ or fl.tEIR INT[N!)£O FUtlCTION. ALL MAINTENANCE NfO REPNR JI StW.L 8£ CONDUCTED IN ACCORON«:E WITH AN APf>ROVED liWIUAL ~ ~~~~::='~N=-~ ~~lOR 2 AFTER TM£ TEMPORAR'l' BMP'S ME NO LONGER N[ED£D. TIW'PED SEDIMENT :Ii SHALL BE REMOVED OR ST.tr8ll1ZEO ON SITE. DISTURBED SOIL AREAS RESULllNC N FROM REMO\IAL SHALl 8E P[RMANDm..Y STAEIUZEO. ~ ~ • SOIL RETENTION. TM£ OOf'f' LAYER NilO ,,..,TNE TOPSOI. SHOUt.D BE RETMNEO 1H AH UNDISTURBEO STAT[ TO THE liW(lMUM £lCtENf PRM:T1CABLE . IN Ntt AREAS ~ CR,l,Dlfr,IC RCMCM'. MO STOCl(PI.£ THE DUFT LA"rtR AND TOPSCll.. ON SfJY: IN A ODIONATtD, CONmOU..fD AREA NOT AOJ,l,COO TO PV8l.JC RESOI..RCES ANO CRfllCAl Nl£"AS, TO 8E Rt'.N'PUEDTOOTHOtPOffTIONSOfTH£SITEwtiEREf£ASl8l.£. SOIL QUAL.llY. M.J.. Ml/£J,S SU8J£CT TO CUNIING AHO GRMllNC ~T HA~ NOT 8E£H co.'ERED BY MPEJMOUS SURfACE. INCORPOAATtD INTO A ORMiW.£ F,lrCILITY 0A ~RED ,s STRUCT\JRAL FIU. OR SLOP£ SliALL, AT PffOJECT COMPLETION, D£MClrfSl'ltAT[ lME Ft>U.OWINC: A TOPSOIL LAYER WITH A 1,MNIMUM ORQANIC MAnut CONTENT OF TIN PEltCENT OR'I' WEIGHT IN PLANTNG BEDS, ANO OX ORGN<UC ...,_,TTER CON1UIT (BASED ON A LOSS -ON-IGNTION TEST) IN TURF AR(AS, ANO A PH FROM e.o TO &.O OR lt&ATCHING THE PH or THE ORIGINAL UNOISTUR8ED SOIL THE TOPSOl. LAYER SI-WJ. HAYE A .. NIWUIII OEPTM or EIGHT INCHES EXctPT WHERE TREE ROOTS I.MT TH£ DEPTH or INCORP()RA.TQil Of MIDIDM£Hts N£ED£D TO MEET THE CRITIIM. SUBSOI.S BELOW THE TOPSOIL L.A'l'U SH0UU> BE SCNIIF"ED AT L£AST 4 INCkES WITH SOME INCORt'ORATlON OF THE UPP£Jt WATE.lnAL TO A\/OIO STRATIF'ED LA"ID'S. WHEJt£ FEASl8l..£. 2. PlNfflNC B£0S MUST BE lilULC)l£0 WITH 2 INC>l[S 0, ORGNilC WATUlW.. 3. CIUAUlY OF COMPOST AND OTlO MA.TERW.S USED TO MEET THC ORGN11C co,m:NT ..~ A. THE ORGNrllC CONTEKI' fl» --AH:-~.J AMENOMEHT RATES CNII 8£ M(T ONLY USING COMPOST THAT ME[T5 THE D£f1Nilll0N Of -<X>MPOSTED MATERIALS IN WIC. 173-350-220. THIS CODE IS A\IAILA8LE ONLINE AT: HTTP://WflW.ECY.WA.GOV/PltOCRNilS/SWFA/FACIUTIES/350.H'TML COMPOST USED IN EIIORETtNTION AREAS SHOIJLO BE STABLE, MATURE ANO OER111ED FROM YARO OEBRIS, WOOD WAST[, OR OTHER ORGN\IIC MATERIALS THAT MEET TM£ INTENT or THE ORCN1C SOil AMENClMENT SPECW"ICATION. BIOSOUOS AHO MAHURE COMPOSTS CAN 8£ HIGHER IN BIO-AVAIi.Ml..£ PHOSPHORUS THAN COMPOST OERIV£D FROM YARD OR PLANT WASTE AHO THEREFOR£ ARE NOT A1.LOWEO IN 8IOR£TDffiON AREAS DUE TO THE POSSIEIIUTY or EXPORTWC Bl0-AVAJlA8L[ PtiOSPHORUS IN tf'n.UENT. TliE COMPOST MUST ALSO HAV'£ lilt ORCANIC WATTER CONTVIT Of 39 TO &511, NID A CARBOtt TO NrTROCEN RATIO BEl.OW 25:1. TME CNlBON TO NrTROGEN RATIO IMY SE AS HIGH AS 30:1 FOR PI.AHTIHGS COMPOSED OOIRELY Of Pl.AHTS Pr6ATM: TO THE PUGET SOUNO LOWI..ANOS R£GION . 8. CAI..CutATEO AMENDMENT ltATCi lilo'Y 8[ MET THROUGH USE Of COW'OSTEO MATERIALS AS D£f1N£0 AEIO',IE; OR OTHER C>RC.ANIC WA~ AMENDED TO M([T THE ~ TO NITROGEN RA.TIO REQUIREMENn., AND MEETING THE CONTNillNNfT STAfol()M[)S or GRADE A COMPOST. lli( RESULTINC SOIL SHOULD BE COHOUCNE TO TH[ TYPE or VEGETATION TO BE ESTABLISHED. • IMPL.£MENTATIOH OPTIOHS; THC SOIL OlWJTY DESIGN CUIOEI.JNES USTEO NJO(f. CAN BE MET BY USING ONE or THE WETl«XIS USTm BELOW. 1. LEAVE UNOISlURBEO 1<6ATIVE VEGETATION AMD SOil. AHO PROT£CT FROM ccu>JrC110N DURING CONSTRUCTION . 2. Nr,,l[H() OISTUR8£D SOL ACCOROING TO THE FOUOWINC PROCEDURES : b. sc.trM'Y SIJ8SOIL TO A DEPTH or CME FOOT. c. IN P\JrHTlNG 8£0S. PUCE THREE INCHES Of COMPOST ANO TIU. IN TO AN EIGHT-INCH DEP'TH. d. IN TURF AREAS, PLJ.CE TWO INCHES or COMPOST ANO TIU. IN TO AN EIGHT-INCH DEPTH. ,. APPLY TWO TO FOUR INCHES or AR80fflST WOOD CHIP, COAASE 8AAIC MULCH, OR COMPOST MUl..01 TO PI.NffiHC 8£IlS N1ER FlNAL. Pt..ANllNG. AL.TERMATMLY, OISTURB[I) SOil CAN BE AM[HO[[) ON A SITE-CUSTOWlZ[D r,w,tHER SO THA.T IT W£mTM[ SOIL Ot.WJTYCRITEM.SUFOlfTHAIO'IE,ASOETtJtlrarEDfl'fAUC(NS£ll DIGIH[(R, GEOLOGIST, ~ NtQfltCT, OR OTHER ~ EXPERT. 3. STlXICPU OOSTN; TCPSOIL OURIHG CRM>tfG, ""° REPlACE IT PRIOR TO PLANllNG. STOCKPUD TOPSOl. WUST BE AW£NDm IF H£E0E0 TO MEET TW£ ORGANIC MATTER No10 OEP™ ~ SY FOLLOll'INC THE PROC£DUIIES IN METHOD (2) A80YE). 4. IMPORT TOPSOIL MDI rE SUfTICIOff OffGN«: CONTrNT AHO DEPTH TO t«ET THE ORG,l,HIC MATTER NtD D£Pl1i REQUIR£MEHTS. MORE Tl-WI ONE METMOO MAY BE IJSCD ON Olfl'tRD(T PORTIONS Of THE SAME SITI. SOIL THA.T M.RfJOf MEETS M OEPTM ~O ORCANIC M'.TTER QlMUTY ST~o.t.ROS, AHO IS NOT COMPAC'Tm, DOES NOT NEED TO 8£ NiElCJED. """""'"" SOIL OI.W.JTY AHO DEPTH SHOULD 8£ ESTABUSHED TOWARD Tl£ ENO Of CONSTRUCTIOH Noll ONCE ESTMIUSHED, SHOULD BE PROTECTED FRail COWPACTlON. SU()l AS fROlil LARCE IUOllHER'I" USC, AHO ~ EROSION. SOIL SHOtl.D 8£ PlAffflII N<J MULCH£D N'TUt IHST"-1.ATION. PlNfT 0£BRIS OR rrs ECI.WAUHT SHOVLD BE lUT OH THE SOIL SUfff'ACE TO REPLCNISH ORGHIIClt&ATTER. CONSTRUCTION SEQUENCE PRIOR TO CONSTRIJCTION ACTMTIES, THE CONmN:TOR St-W..L SCHEDul.£ ANO ATTOIO PRE-CONSTRUCTION CONF!RENCE WITH THE SNOHOMISH COUNTY INSPECTION UNIT ANO EROSION CONTROL SPECIALIST. 2. PRIOR TO Ntt SITE '#ORK, Fl.AC OR FENCE THE CLEARING LIMITS. 3. INSTAil. ROCK CONSTRUCTION OORAHCE. 4. Cl.EAR .-HO GRUB ROAD AREAS, AHO STOCXPI..[ MEAS. CONSTRUCT SEDIMENT PONO WfTH TH[ OUTTALL INSTALL TEWPORARV EROSION CONTROL BWP', SUCtl AS INTIRC(PTQR Tit[NCHES, 04EC1C Q,lr,MS, ETC. /1,H() DIRECT RUNOfT TO THE S£DIM£HT PONO. 5. CRAO£ AND STA81UZ[ RQl,O WfTH GRAVEL BASE. CXN'ER EXPOSED SOILS WrTH MULCH, HOC F\J[L~H'l"OR()S[[O. e. CONSTRUCT DETENTION VAULT. Al.SO CONSTRUCT EIIOSWAl.L. 7. CONSTRUCT WATER AND STORM UTILITIES. INSTALL GAS, POWER, f£L£PHONE ANO CM1...E VllUTIES, AS REQUIRED. &. PlN::E ANO POUR CURSS AHO GIJTTtRS. 9. PAVE RQtDS 'MTM ATB NtO Pl.ACE DETENTION SYSTEM INTO f1JL.L OPERATION. 10. H'fOROSrED ROWNING [)(POS[O SOILS AHO STABUZE PROJECT. 11 . FlUSH STORM DRAINAGE SVSTtM NilO RElroKMD SEOIMENTATION IN ALL CATCH BASINS AHO THE \NJLT. 12. STA81UZE AU. DISTURB£[) Nt£AS NrlO RE~ ALL T.E.S.C. MEASUR(S. R.\Projects\349 (pro,pec\ de•e~pmenl)\007 -15 ( .. etton r>ortli)\O"g\sheets\TDP\WN-erdt01 d•g J4,22 "IOTE: NOTE: i°:suMP BEHIND ROCK CHECK DAM SHALL B( INSPECTtO ONLY, ANO CL£ANEO WHEN COLL[CT£0 DCBRIS EXCEEDS 1/2 Of' ITS OEP'TH. ~ INTERCEPTOR DITCH WITH ROCK CHECK DAM BLIRV BOTTOM or fl..TER MATERW. IN e• 8Y 12" TRENCH o=~~--r ~f ii-~ CL£AN ANO PRO\'IOE R[CUlJrR M.t.lNTENANCE or THE Slt.T fOIC[. THE FENCE IS TO ROI.AIM VERllCAL ANO IS TO FUNCTION PROPERLY THROUGHOUT THE TERM OF THE PROJECT. (f) GRADING SETBACK TO PIL EB ~r i1& rl EB SILT FENCE DlaTAIL CRATE· ~ ~ NOTH, 1. PERFORM WilNTENNolCE JN ACCORD,V,iC[ WITH STANDit.RO SPECIFICATION 8-01.3(15). 2. Sitt THE BELOW GRATE IHL£T O£'VIC£ (8GID) FOR THE STORM WATOt ST1t1JCT\JRE IT WU S£JMC£. 3. THE 9CI[) StW.L HAVE A 8UILT-IN HIGH-fl.OW RDJ[F 5V'ST£M (OYERf\..OW Er'l'PASS). 4. THE RETRIEVAL S1STDI MUST AU.OW ~ Of TMC BG1D wmtOIJT SP'l.L.INC: THE COU!CTEO MATERIAL. -CAT(;_H ~SIN INLET PROTECTION Dl;TAIL ~---- ~ SURFACE ROtD DATUM PM'otl &a, PER CITY or RENTON ,rn,c,i_ OONTROl 4•-e• OUARRY SPAU.S WfTH G[OTDCTU lNOERNEATH. (SEE WSOOT STD. sPECS SECTION BENCHMARK fOUND C0NC. MCW. •™ BRASS OISIC ANO PUNCH DO'* 1.5' IN CASE:. 10/09/15 (CITY Of RENTON 2101) n£VATION•1511.De !L t-JJ, T.-a..E 3 f'OR GEOTDTU SPECS. dD CITY OF ~ RENTON f-airl COIIPIMNCewnH CRY Of' fENTON 8TANDMDe ROCK CON~T~UCTION ENTRAN_c;_E By: Oat,: FlLTD FABRIC W.TERW. IN COfffiNUOUS ROUS. {® By. Dot,, Know whit's below. By. Oot,; Callb,1ore yo. di;. I"' Dot,: ali alii li iii ii. I: I, iii r 11 1 I dhl • • .~) 11 1 I i •• ... § g ~ ~ I HI P' I ·* ~ !"!, e~H ~ II J: I ~ t-a: 0 z z 0 t-en w ;: C2.1 NW 1/4, SW 1/4 OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 05 EAST, W .M LEGEND: ~1 j 0 PROPQS£0 LOT " PROPOSED a· S(W[R LIi,;[ PROPOS£0 8" W.A,Tt:R UN[ --so---.. PROPOS£0 STORM COtNCYAMCC Iii PROPOSED Ct.TCH B,l.SJNS ------PROP[RTY ll N[ S£T6M:I( UN( L ii ii W.TCH INTO IUP~El.lENTS r!iOM WESTON HEIGHTS SlA25 .. 5J.91 = (22.06 Rl) / 0t.1EAT LINE CUT, CLCAAI, HEA! .MID TACI( CXISTING PAV[W[N'T [OC[S WITH SEALCR CSS -1 ~D SEAt. WITH AR4000 ANO 5.\ND . S,..WCUT SHALL BE WINll,IUt,I 1-n •NSIO[ TH[ EXISl rNC [OG[ or PAVEMENT . rouR-rOOT WIN ll,I\Jt,I PAV[O S£CT10N REQUIRED . A{)JlJSlRIMTO/ NEW rLOw LIN[ "IILEAVEN[ R.0.W. 1t PROP J65 ~ "'"""" JO R(! I " R/W I~~ _22 ____ __. DE01CAT10Nl8lf 1 ,~ .. ·r~"'1 '". 0) s,w3~ I I,,"';~;,, I ~.!."v ~r ' r 1 --- 6" CONCRCTE J" COMP DEPT~ 6" C0"4P OCPTH ct a ASPH.1.LT c~ J I J I CRA'vt:t BORROW C(W[NT CONC TRAfftC CURB 6: GUTTER ED FRONTAGE l~::,~~':~w:~T -NILE AVE NE NE 7H, PL R.0.W ' ElCISTiMG 14' 11_' Q)SAwCUI '"'' N .T .S PROP. 26.~' .1 .t.UIIO I. ,· --· ,.., -----I If *' r.:70t.lCRE'TE .}° COWP OCPTH CL. 8 ASPl"\,IJ,.I COMC J" COMP OCPTH ATB 6" COW? OCPTH CIU.VEL BORROW 6" COWP DCPTH CRAI/El BORROW (T) FRONTAGE IMPROVEMENT -NE 7TH PL ,>UBUCRIQHT•OF-WAY N.l.l. k \ ;,,oiech\.i49 (prJ~pec t develc,pmer 1)\007-1~ i -..e$:on r or;h)\D .. q\s nttts\lUP\WN -slC1 c .. q Jh22 EB w.TCH EXISTING CURB ~O GUTT£R STA 51-48.!>8 (12.68 RT) ROAD(; ,>RIVATE ROAD N.T.S ~ ~: 5 ~i TRNL I NE 7TH PL TRACTS ····-~·· ~ A 1 1,5J11 sr ,, .. '> · oa + .:_-~ ~ ~-,-:_ ·------_L_ "~ -· --~ i,"'-, . ·:. -~ '< / \ I / \ ®1 ® --~ ---2.;n MATCH INTO EXISTING SlAll-+-66.116 (13.14 RT) N 40 0 CD, 0 1"=40' Scale ~ CITY OF RENTON c.-LJANCEWRH BJ FP.P.t CITY Of' fllNTON 8T~D8 8),: Dote: By: Dot• .,, Know whit's below. Call before you dig . I By: Dcit•= elte lii li1 lii li I: I~ :I! ~ 16 n 1t1: i h !1~ . ~ 111! i ~ I ~ IIH llU - ! ~ ~ ~~ u I !IU z :c :5 I-D.. ~ w CJ 0 < z z < a: z 0 0 0 z I-< "' >-< w ~ == < 0 a: C3.0 ~ ] ''° ~ ~~ ~I~ ii "" :I~:: NW 1/4, SW 1/4 OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M ""'STA 6+i6.4J ,-.., EL 517.54 125.00' ~ K•.59' LP STA 6+74.152 LP El 517.9& ~I~ ~~ '" ~i it EXISllNG CENTERLINE illVATlON """"'5[l) flowu,[ El.E\IATIO N --=- =~~-,::::;,= 520 r -----'--,.o.1 "\......... F-=& -~ '" ,oo ~ " ,. 5-t OO ,,oo o 2 .. in;;:, ~8 ~~ "° 620 "' "' 25+00 •' .. :;;;;; ~f ;;;;; ;~ ~:;:: NE 7TH PL ~; ~:;:: ,,oo EL.£VATION ;t 0 ~ ~o ~~ ~~ ~~ ~~ ~~ "° 1~' "f • flOWUHE lQ El.E\IATION 520 a ---------- -+.<>11<: "' ~8 2:;; .. ~ ~~ ~~ ~i ;:; 2h00 27+00 28-tOO ;;!? ~a 'A ~ :in:: 11+00 "'° ; i;lrn v,I... ~ ~-- ,20 '" ,00 ~3 ~~ 12-tOO 10 1H; s· Vert ica l Scale r eel 40 0 40 8 0 1 ~ .. 40 ' Horizon1ol Sc a le Feet dD CITY OF "" RENTON CITYOl'_ff_ By: Dvt•· __ _ &y: Dot,, ___ _ ® COIIPI.Wa Wll1t ~ Knowwhlf1below. "' 0ot"---- R.\P,oj,c11\J49 (pros pect <kvelopment)\007 -15 (.eston nortl\)\O.g\stt«ti\lDP\WN-drp,oOl .choq J4•22 Call before you dig , B)': Dote : __ _ NILE AVE NE ['' ~ Ji§~!~a~il ~ ~ i~ r- "' B r ii i ! df ! ! .~ i .i ! .§ i ~ s i ~ ~ i ! I•! ~i . , t ;: !h ! J: I ~ I-..J a: 0 -z w (!J z < 0 ~ I-~ u, 0 w ec, 3: ~ 0 a:: C3.1 ppte-I WETLAND DETERMINATION DATA FORM-Wasterri Mounta!M, Valleys, and Coast R11glon P1Cj9ct/S1l,). Wo.\uN-Nt1r~ C/ty/Coor,ly: Ty...;t<,,.;..1 S~mpli<1gD<f1ij; 2·3-1? :::::~r: S::J-'S<........,._l\ S0<:Uan.Town1h1p.Ran!lf,: Sti1ta: __ a~mJ>"ngPo1nt·---1Zf£J.... Lor>dfQrm(hHl:,.lcpo,ta,111-"',~c.): _______ looalra!iof(<:on<:111'<'1.CM~~.ll<ll'l<I): Sfopo(!\.~-- S"br$91~{LRR): Lat long: O~Jtim: __ s~HMapllnltName,_~~---~N\\,lda•llr!Olltt,:,n: ____ _ :~:::~1:~~~e~:~;:~::::~~ij~~:;::~::-;--:a~i::;:::L:.R~::) Y~L_ AraVa9olalkln _ _____, Sol~,<>rHfd,o!ojjy _ oa11.1ral1yprobltmabc1 (llne¢<111d, ,m:f~in~rr,nnw..0111.nR<tm,uko,) SUMMARY 0~ FJNOINGS-Attach site map .showing 1ampllng point locations, tnmaecti;;, Important featuros, etc. HydrOJlhylk:VegelallonP"'""'"n Yes r;~ - H)ldrloSo,IPru~nl? Ya&-NQ=z ll1tluahmFl•<1Ar4a / Walllln<iHydrolo11yP1omeot? y~~-N~~ w~~~-Ya,~ H~==,,-=---1 VEGETATION -Us& scfent!flc names Qf pl.ints. ~~'~l~:~~:~~~:=~- Thal Ive OBL. FACW, Of fAC; __Q__ (AJ ItttlilGW.m (Pl<>tol:,a:-----,......... ~ (Plol~lza; ___ ) __ •T<>lalCo,a C_ __~Total Co~ %&>!e81,11J1ldlniiocrbStra11Jm= USAr,nyCoc~orEn(lin"" ~(BJ ~{/VB) IGJ/!IJli\;Ql/"{C,f ~.l>:a....._ Prol/lll~lndex BIA~~--- _p,.,,.i.,~/~<lo•IJ:..10' _Morp/,olo9'calMa~1111on,1(!,>1Qslrje.,uppo,lir1g dat:11!nRenm1"Ui,,,-ona1<1J:)llfllle9M.iJ _ WlllltndNon-V~larPta.us' _P/Oblom1\k:.Hydrophyli~V"tl<t!.1lion1 (1l:<plain) 'ln'*-k>rsofhydrlc:i<ltl,ndwellor>dh)'drol,;,g1must ti,:,pra.ent,un~s1d1tt1Jrbadorprob!om,,1i<;. Hydrophvtio ~::~f? y.,._No_ \N<l'tlamMounllllfll,\,\,~ll)?,.tndCoa.l-ln\flrimVor1ol<l!l SOIL _:_":~ling Point J2...!_j_ f'(Qmc Oua~rlptlo<r. ID01crlb• !o t~d<tplh nudN I<> d®umanttho lrrdl~ot,;,r or confirm tfla ;;,.W~nc.':>! lndlca\oi,.,1 011Pln Aodo~EP"tum _.,,__. I ~.......:L_~--L....I:ia..~~~ .l_k___ ~ll"=.L'X.L:3 _____ ·--4&-...'rc __ ---··----~--··----·------ _!-llotowl(A1) _Hl9~Epl;,edon(A2) _Blockifr<tic{A:l) _H~drOgooS<llli<ki(M) _Deplsledll<!lowDarkSvtflloe(A11l _lhlckO;\tkSurfllee(Ati) _s~ndyMuckyMi""°'tl51) _SandyGleredMP\rix(Sol) ~iy&ril/pron11!): rw~ ·- Depth llnche~J; HYDROLOGY W.liio~d Hydrolo9\ifndfci1<>rs: _&ndyRO'do.:(85) _StrlppedMaM<(5el _ L<xllll\' MU.i;f Mln•1al 1F1) (OGOptMI..AA 1) _ LoamyQ.iji,ie,:i Malrt:<tHJ _oepl1!111dMallli(f3) _R1d<;11;0art<.SulfactlFB/ _Oepl,iled0ar1<,Sun'ace.(F1J __ R1rJ:_oX0el>{MsiOOJ_!f8) ,,,_,,. ,-.4~!--c:r Prtrn•cylQdlsftw1fmlnlmumotooer•aulrf!d·eh!'dr.Jllt!Jffl•oeM '•ocallcn:PL~Pore~~b<, lnjll~ton,forPr<>blemlltl<>HYdrlc::SoU~': _2roil~u.:k(A10) _i=l&dP{l1llQIMalerl8)(11'2) _Olhe.-{E:.pl,JnlTIR.amalksJ '1ndk;mor1olhyd,..,ph)ileW9~ta1""1ond '11'11lla/"Jdhy,kolog~mv•1bapco»ent, ~riiass ~~urb~ or l>f<lblemallc. HydrfoS(>1IPrc11M111l1YK_Na/ §Woo)ttlQ</lcah><0(2orm01Jreg\/l:bd\ _ StJrlae4 wat11r /A1) _ W'31e,r-S\a111Gd L1>11~11 (BIi) (U~ept Ml.RA .-Water,Slalned Leave. {89) {Ml.AA 1, 2, ~ l"!lahWai«-Teble(A'2) 1,2,~ .... •nd4B} 411,,and~BJ _ Slt1U111~<l!l (AJJ _ Sa~ c,uH(l;l\1} _ Dr.,ln•11• Patt1t1~qe101 _ Wa111rl,laih(A1) _ A~llclnv11rtobr..te, (81JI _ Dly-StiaonWalerT!ible (C2) _ &dimentDepo911.'l(B2) _ H)'tl(oge11SUl'iofo0dQr{Cl) _ S8lurullooVl!Tbl3on/\,,rlallmagRl)'(C9) _ DIJ/10,mos~s (a3) _ O>tidi>;ed Rhlzll>ii:,hetH along li>,ing Root5 (Cj) _ Geomorphk: Posltioo (021 _ NgsTMJlr;>rC<,1$,1(8'1) _ Proso11nce ITTR•d~d Iron (C4) _ ShaU<iWAqui'.ard(03) _ lr<><10eposH•(B6) _ R-n\lronRtdu<::OOfllnillledSoITs(CS) _ FAC-Weutm!Tfi;(05) ~Surfll,;;a$Qj[Crar.;h(Be) _ Sl<mtedorSlie-(IP!aota(D1)(l.RRAJ _ Riii5.,dAmMeri.md$(D6)(LRRA) _ l'W~lon Vit,ktllo on Mrilll 1m~g,'}' (B7J ~ Olltar (~~In Jn Rem~IU] _ Ftoa!-l-le..,., Hummookt \07) Spus<,1yVe119t!lted eoneaw Slltflc,, (88) Fl~ldOb,ftV11tton,: Sur/keW•lerPruant? WatetTablijJ>rul'Hlt? Si,turatton P1eso11rit1 ~\:,'lj'.llu.!!Y_(rtng&' , .. _,.,4-.... , .. ,, __ \ Ya, /'In (hct>e•J: Yos=No ~(hcllQIJ:~ W01landtlydf<,>1Qgyl'ro$ant7 Vot_ NQ_L I ~~<diidOalll[streom~IIJJ!le.mon:tarlllg'Vffl[ i,t,rllilph<lt¢!,pro11vlo~lnsp.ec11MaJ;"tlawilable: jll:$1nar1<4: 11--,I~ <" .1 .. .-:;r ,,,.v ,, US/VmyCorp&<>fEn~rle<n We5tem l,\olJill.olfis, V:;iU")'!, ;ind Ccut-!<ilei'\mV<trsJ,,n r . \!: ! f • !: ~-!~ ; ,iiL8 s. !=iiiHiH ! i 1 thJil!l 'i f 1 !1! tU f I 11111111 ' • a } s s I ~-J I • . -! l !~h IN i ~il:i,~i" l ): Pf HfJ F i ul~ Pl 1, .. 1· •0 i ~ ' e,,.w L i i~"t !IP! Hi ;, 3 ~ ~. ;i I I II I I II I \ 1,11 f ~! i1r1 -. t f. i _[ ii 1}! iij I ~ ~ f tt,,~H!lh 1 .n, I HHHiHH ri !ti llH i J ,. I I I II I I II I I JvS;-l'---,1"\ LL ~ f" W-<-t-,; WETLAND DETERMINATION DATA FORM-W,SUll'il MOUrttains, V-a~y11, and Coaetffeij:lon Pro)ffl'S'M: Wt.~J'"bN .. Nor~ ci,,Cwrcty: Jt.Lyh....; Sil1J1p1in,1D.iit: z .. 3-/(, App~'411VO\'roor. ll111.r. __ Satt1kPo!l,t~ lo•Mt~!Orl•): ~ ...... ~~Seo;,c,,,.T<lWD9hip.~at1!)11' _________ _ L;;,ll<IJ,;,rm(tJ~.!emoOll'.'llkk~------1..«,a!rollef(""IIQol'•.CG11_.,11C>M}: Sk,p,,i(~): __ :::~~::,r. tl ld&,w~•l. ~----~-Long: tfolllcln$1/'.::6~ Oat\Jm: __ _ Areciimlilclhy'droi,).gjGCONllionsonl:t\ll'Wl)'~lorlH.l'llmoot~ Yu~,;,-(llf>:),e:q:,,l>wlir!R-rl<l.) / AreV119«.a,oo___.&rll___.llfH~1-~n111~ t,,,·NoimalC!,l)IJ,iw,lll:nc;n·p(""'1r1 v .. __ N<l_ NOV~oti~S,:,!!_,otHj'dr~_n.atural~prQl:ilamailr;f (IIMeded,~llinlt\)'WlfWl'-ln~.,k•.) SUMMARV OF FINDINGS -Attaci! site map .showing tampnng point locatlol\!f, innM<Wil, Important futurws, ate. HydrioSollPr-l'lt? Ytt_ No-V wtUi!ne.WQ'lllllld? vu __ ,, __ V ~ ... ,,.Ma, Yn_N,~1--·--... ] I ~:~Hl,'tlrologyP1aeri.? Yo,s Nu VEGETATION -Ua&.$Clent1fic name:1 of plants. ~"°""' Dom1n1'1I 111:ku!O< ~•Tnt~~ I.ln..lilmllm {Pl<>lllrlt: ___ • ~~.J,'l.ti!IL Numbefof[)Qmlnant6i:,eclee. J 1, -----lh~tAf10B~.FACW,o<FAC· ---<') S;tpHrJWShNbst/:llYW ff'fololm;____) T<ittil »umbefor DQml/lillll Z -----1SpedttAc,ou/\llSlflila: ___ IB) ------Pao'QMlofOomlrlMISi,e;:l4111 -- __ •TolalC<rnl< Tha1Are0Bl,FACIV,arFAC: .:J 2> (NB) -~-··--·l~-~wom!Mtfi" To1t1l%C9yorqt: ~ 0BLif)'ldes: --~1"'-- --PACWtptcltt __ »•-- F..i,c~ _!z___Q__ J:3" __ J . .:k.!L __ =T¢t.ico,9'" f..i,cu~ ~ '"" Z'-1 l> ~_("lotr..a:___) F/K VPl.sPftClt,~ 1.$.a ;~"i~')'/':;;;J/'';"~f., '*----~ °""'"'""" /O{) ~I ::m:,,, <._ --< _,_.,._ ..!:t.Q_ __ fJ:1:£... P!tlwleooll~•B/A•~ ·-·-·--· ----~'1('9(111111,;,nlr,e!l~ra: ----_Oomlnaooe,T~-~ _P'*'-iil~lml,,.:i1s:ia1 -~O!P~Ada!Pllllool'(Pl't>llldo1upp<Jrtj~g dillBs'\Ra~(lfOll•"P•llile•ti.11) ---·-~ Wel~NM-V6a<ll>l.rPl,nb' ----------------=Probli,mallcliydrophytieV~lllli<ln'{Expll'lln) ----'tndlCll!¢0D111),'dncw1111dwetloodhydrQiogy1Tt.1:it OOpm..-,tUiJIU•dt6turtedorprob!emalic:. __ •'1111>1!Coe...- ~ {Plo1~Z41!_________} 1. I~ pq .. 1117 YR_No/ %Ba19G<o,,md\nH1t1bStrllll.Jn'! __ .. TolalCmo« ~ USArmyCQrpiafl!nglt,HU! W...\$!1 Mwnlffl!'II, V~le,1-, .Mld ~-!<,Iorio, Y1nlao SOil SampllilgPolrit: Pf'-3 ~--P,am~ ~;;ik,n: (DHcrlbt oo ttrtoa.;;tii r.of<lii'Jfo d"oi11in,,nltha 1nd!col>or or~om1m11h1 •1p~~ol111<1iuto1~., ~~.....,.L_ Coi"(rn.JOW.:1.'.:t..J..Q!..~~ RmrP ..L!,__. ___ -"l,,ttL ~.,;Y___. ____ ~------- _H~~l(A1} _6MldyR.do11.!S1il _H!!lloi;p!p,Kk)n(!0.21 _st,ip~t.)atrl:(\S8J _ Bla\!~His()c-~) _ ~Ml.lci<l'Mk>tnl!(f1)(He41Pt~~AA1) _ H)'dlOQtn!lullkHl(Ml _ l.oa!rr)'Glay9dM:1t~l;,qF2) _ 09111ew!1S.~O~SU!1-(A11) _ Dep~Mal~(f3) lndli:rtoraf<lrProblec,tdlc;Hydricl!lollo,;', _ 2.cm MU~k (A.10) _R&d'PQreoLMlit&>W{TFU _otnor(E!Qlt.lnlnR~ _ Thic:k~~$\lrfffi>(A12) _ Reclc:oi:0"'11.$lniR(fO) ~~..-ofltydn:,µt,~~"'1""'911a~d _&on.i,M~ckyMil'Plr,l(l:11) _Oeplllle<:IOM,Sllrf~ee,(Pn ~hydlolo!!Yml/llbepr'""'1t. I s:a!ldy~Mllb'ix(&-1) RNoxOtipnmll;ll'l•lfe) ~110tlllbed...-prot,M!Mc. l\e,str1,::tl\'9Ul~llf(ifpreMnl); l Type:_.___ ,......--i -""'"'''· """'"'"'·~"" '".~ "'- ...,._...,., ,,,../, ... 1---;:r HYDROLOGY I w.lllll>dllydrDl1>9YJr,cieal.r.-=,.-------·-------------~ ~m(o)jnjawmotmt<1r,u1o:l)d SctnsllalltMlaer+r SK.nr.dalYindblhimGormrum!tod) _$\lrlloc:oWlll..-(M) _Hlgh.Wli!MT'1>lfi(A2) _ Wattr~~_.....(llg){..,cotptJJILAA. _ w~r-!:ilalll4dt<,..-(!lijJftill.AA1,t, 1,2,<IA,ar,d,48} 4A,Hd.u!J _ &allllffl!oo(.A:I) _ Sal!Cllm(B11) _ Dlllil1'laDP1lll~<n5\Bl0) _w~tllfM.rki\lB\/ -~~i;J~(S13f _Oty-31!tiOnWat.!!TftbtD(C.::I _ SNl!menlO~pcr,1!1>(ff2j _ tt~SuJlu$.Od-J!"(C1) _ 6•!U:ldonV1111:>eon~n,lllmagt,y(ctl) _ ~P<,p,;,,it.i,(~) _ Ooidtcml~llllmukioillN!rQRoot,r;(C:i) _ ile<rtn<,lqlhlcpa.fficn(02} _Al!lflMalQfCM'.1(5-1-) _ PtoM~~Rto;IIIOltd!ron(v'I) _ StwllowAquittiid\D3) _lr9rt~{Bli} _Rllcitn!IIQf'IR.odU<.lir,7nT,\1UIBOBclll(c&j _FAC•Nawa!TtsljOS) _ $uifaol,~IC~{Ba1 _ 611.it'lled<HSl!""*'Plan~iDl)(LRRA) _ ~AnlMounds~JlLIUtA) -ln~/'ldalJ(l~ Vlllol• O(I ~ lmaoi,ry um _ Ofuer\Eq,laln In R1m""lf) -· frost·HH"I Hwnroc,cl<J [07) Sp,rw!yV~IMC<>n'-""'9~(fla.) =~";~"::w Yu_No2 ~-·~----- Wlil<!fTabl~fffHnt? Yea_No_~(liehes):___ /' Satur.aU<:1<1Pmar'll'l y.,_No_~tti(~J: ___ Ww111;r,,;t~l"M9yP-•l'II? Yfl_ No.L... Di:,taibe-~OlltA($lr9111?,QIIYO&.ll'l'.l<0 ,Dfoll!IIOltil,pr,r,/iol»Jt1$J*tlons).a IR~ _,,v,. ,....-,,I,, 4-/,.. ...5 U$JJ,rr,yC01p~ofEngln~ Vk$wll\ Movntaln-, Valle-ye. alld C9'"$t-ln\tn'ltnl/~n e-.,.JI-e,,v,,f wen.AND DETERMINATION DATA. fORM-Wute<n Mountlllns, Va-JltYe, and COIUlt Region '""""'" Wt>h..tJ-No,\,,\,, c,,"""" ltwh..... .. .... , .. 2·3-N Appllca~ .• ,. stalt; __ SWrlj)inijPol11t~ 1nv,i,111:9*1or(1J: S:,l Se;..i,y -..,.\.\ &lction,To.-hip,Rat111t·---------- l.afldfolTl'l(hlblopa.lemll:>il,91,;~ Loc4lrrit-l(ooAOaYe,«tm'1<1<,IIOM): Sklpe{'l/,): __ ::w::~~tt~: "ld.+,w"'.,,.1 Yt l~ NWl<lllMlli,;al\oo: Pnlm: __ ;,,t,~1>;./l\ydrologla~illoniwitt..sllll~f;o"tlll:o~,;rl)'1W? Y•1~a_ilt<>0,e.tr,,111lnlnR-u.t ~ ~~1>Q__.Soi1____,0fH)'QIQl<>111-~Y,;1IRD,a't,ed? M"Norma!CMT.Un-etanca.o·!'f'"'11? Yt:3~No~ /w,VIIQ~______,BQil_,lll'Hydr~IJSY~n•t1nft)>Pf"bmmalic? (!1/\NIMd,el<)llalnV'J'lllllS\l'l!U'•illR•m;wkt..) SUMMARY OF FJNDINOO-Attach eJW map showing: ._mp ling polnl looatlon•, lnlnAObJ, Important faa1uAII!,, eta. Hyd1aphy\l,;,\"•i!ffillcir,Pulwnt1 H)'<irbSo~Pr~? WetllllldH!,l:ltlJioiff'ml"otl Y•= t,jp~.../ lsthlSlffllf'lMM• Yn No // I y,p._Nl;I~ whhln1Wotlilnd1 ,H_ .. ~ VEGETATION -Uae ,.clerltlflo mt!JJC$ of pklnW.. ~(Plol•bc•: ___ , '----------'·---------- &1uJ1bln/Sholhfi1rnb1D (Plclalu:________l ~(Plell,~:----.--.----.-J ----__ •Tia!(:o.,..,., Ocllttl1W1U1fftWi>iblitiat: ~=,~~~~A6: __ I_ w 1~~~~ _2__ (Ii) ~==w~:'c: ~_::r (AIPJ Totaf'HiCPYS'.et~ _Oomlnlln@T~J.>t!iO'JI', _l'r*'<IIM:neelrnlli~il..:1.01 _Morphoboieo,!~,1krtlf'("'1tl\111!t,WpfC/lfng ($W,fl'IR'""11<.eorone~i.llhMIJ _ Wwl!KldNon-~Plt~t.' ----L_Probl&rn.rlQ.Hyd1u;tirlieV.1..iir.,n'~I ~t:At,ydoc~~~wdlllndtl)'drDll;lffmU$! bllprn.ol,~•lhlurbador~ __ •TO\IIIC<lew __ •TollilCav"' ,.,__ / ,_ r<Mtnrt YH~NII-- ~~Oieund~H«b~......,=='=~~---~-~~~--~~---~----, !J8Amoy{;Q1P4,rd~,w1 W....klmMowrilMt,Vfllla,p,f'IKIConl-lnttrlmVer&iorl SOIL Sam/lllngPoo!i J>f)F4 ... iil,liiiia,,..,,''<"i•""'~ .. ...,,M.a.afu .... _, .. ,,.,~ ... ~, ... ~ ... ,._ ..... _ I ~ ~ flOOEMblW ~ ~,2'---2~:::=.-:_~t.='""" """'" ~~--~-----~~~-----I 'Typo; °'49f'l?M!Yoo 0-0o:el!lbn.RM-fled\/ffltm::l&C§"X9'ffl!dorCoalfld:MGr!lre ~loeaLl!lfl! ---------.. - Hydr1q.'9\llo'l<l~;(ApplfQ~toaltLRRs.,unl11UothMWi1t~.) ~rOl'"llrobknMtit:H,arfoSo111;0 _lii.tof.1,1.(M) -~yftlldoJ,t(5$) _2.cn1Ulldl,:A10) _Hl,IJ~Eplpedorl("2) _Slilpp,tdhlalrt:l(l'l8) _RtdPl!lr&nl~trfll _81actHllllcl.-.:!I _L...nyMudi:yMIMl'llljF1)(u~tMLAA1J _OO..,-(E,q,lal,ilnR"1!\!llk.) _H~Sr.Mkll(MJ _LCla!ll)'OlisytdMllltb:JF2) -Ot,p1!11,de.lwllillri,;SU111Q(A11) _ ~plated'Malfbc(fl) _ Thldd~ik~(A12) _ lffllo~Oarl\SUrfacolf8J '1no1<:aoraolllydropltyllc"'11el•tklllil<ld wetland~y"1Llf,lllfil~ unm.$~\url.ied,;,rprobl<!ll'IIIOO. _s.nd,M~r~l51) _O.platt<IDllnlSurlar..(P?J =--~ndyO!e!llld_~~(~)_ -=--~x~f!~J!F8l o.plh(!nche1}: ____ _ ..,...,_ ;,,,,4-/> HYDROLOGY i:lriw~yirid!~: Pd!MCYkJdlelsnfmlOl'DYm9'rotw•wffd~haCl\i'UID!'tfl'l'M s,r,o,.g.,yl"'*""""f2WCAAi'.Jl'f9Hffd\ ~~Walff(A.11 _H9"1Wlte1"T•blfl(A2) -Satumlml,\3) _Wllffl"Marl,,.181) _s.dlmi,nl0.p(IN\l(a2) _0,111~~) _lt/illt.illtorCMl(tHl _l(\><JD,.pl,slb,(85) _&lfleco841C~(l!IS) _ WINr.S\Hlt<I~ (£1fl)(•~e.pt1!1LAA _. WIIH.S1'ined Li».__(81'l(lllt.*1, 2, 1,~U.•rd.W) _.-,nm) _Sai1C1W1(&11i _ar,,,1na~P1,lletn1(1Slil) _Aqw,aotcm,1elnla(813) _ Dcy,$H10<1Wa1$!Tabl,:,(C2) _ li)'dff>Q<fflSudkltOdc:if(C1l _ Sawrdon'Vld:Non,',&rl,ill~(CO) _ Olddlnd~llpN!rualorlgt.Mt,g~((:3] _ Gecirr\orp!,k:P..idoof02) _PMenclotl~~ll'On(l:>'IJ _stwoow:Aquilafd(031 -~lrmfw:111otlol'lll1TI!lad!lo!l:o(~J _PAC-~t..tJOIS) _ Slum«! 0/ StlelHd Pia~!$ (D1] (I.RR A) _ R.i-1 Arll t.lolnd5 (OflJ (LM Al _ lnllnCldonV~eonAtrlflll/rlllQtllY(fl1) _ OU.erj~tplllilllllRllllllnS) ~ Frotl-Htl"eH(.nsri»IJM(O'i') $pwlely\l'eoe,l9,llld~S~(l!9) """'"'-"-..,,{_ ~ SiJrt,Q,iW,J,ttP,et.flt? Yn_t;o~;~): __ _ Wule\"TlblwiPNl"'1\'l v... N,;, pth~): __ _ a.t.nlld!IP1~ Y .. =Ho~t,'loj:lth(~):---Wo,IJindHyd~Pr.WtU 'fff~ tl/ =::~~liirffll'lgwOe.=lfuiinvweiLHrilli:ilio~.~U:111*!~ l.illl'l'ittibii: I ~ ,v),,,,1-,.....,, U$ArmyCorpacfEnc,il!IM!II W.$1,:rmMGU',talf,I, 1/ke,•rdCout-lnlorlrnVfflloli Wetland name or number ___4. RATING SUMMARY -Western Washington Narneofwetland(orlDlt}: wt.,~ A-Dateofs!tevlslt0:~"3-/(, Hated by 2SL 5=ti,...,..JS Trained by Ecology?_ Yes~No Date oftra!n!ng __ HGM Class used for rating~~. Wetland has multiple HGM classes?_Y ~N NOTE: Form Is not (omplete without the figures requested {figures can be combined). source ofbaseaerlal photo/map C.,.,:,o'Jk ,.,._]I OVERALL WETLAND CATEGORY __ (based on funct\ons_or speclcl characteristks___J 1. Category of wetland based on FUNCTIONS __ Category I -Tota I score = 23-27 __ Cltegoryll-Totalscore =20-2.2 ___ Category Ill-Total score =1G-19 __ Category IV -Tota I score= 9 -15 FlJNCT!ON ISitePotentla 1Landscape f'ot~ntlal Value oraBilsedon IRatln!s l'OTAL ':) Jr:, 2. Category based on SPECIAL CHARACTERISTICS of wetland 'CHA~pt(~}~C Estuarine Wetland of High ConseNatlon Value ... Mature Forest Old Growth forest Coastal lagoon lnterdunal Noneoftheabo>"e '- Wetland Rating System for Western WA: 2014 Update Rating Form -ErfccUve January 1, 2015 Q,:TE~~'f::' 111 Ill rv S(ore for each function ba$e~ on three ratings {order of ratings /snot impcirtant) 9=H,H,H B=H,H,M 7=H,H,l 7=H,M,M 6=H,M,l 6=M,M,M 5-= H,L,L S=M,M,L ~"'M,L.L 3=L,L,L Wetland name or number A-- Maps and figures required to answer questions correctly for Western Washington Qeoresslooa! wetlands Mapof: coWardlo__pl~_l]_tdassO?S Hydroper!ods Locatl()fl_.Q.L~~t (ca11 be added ta map of hydroper!odsl ~~l_![y__ofarea within 150 ~of the wetland (can be added to a11otherfl9ure) Mapafth"~""''H",>l""1,~,1n 1 ~m Polvgon: Area that extends 1 km from entire wetland edge -Including I oolygons for accessible lrnbltat a~d undl.1turbed habit;rt ToanswerquertloM: D1,3,H1.(HL4 D1.4_,_H1.2 D1.1,D4.1 D2.2~ D 5.2 D4.3,DS.3 H2.1,H2.2,H2.3 _!=li;Utt.ll Screencaptureofmapof303{d)!lstedw.iters!nbasln(frotnEcoloeywebs]te Screen capt_ure of list ofTMDl.s forWRIA ln which unit I; found (from web D3.1_,_D3.2 DB ~-~ Riverine Wetlands Mt1pof: e,;;ward~tdasses To:ar\swerqugt)i:>ttt: LFlsUre # Hydrof)'.:r!ads Pondeddep,·esslon!i Boundaryofareawlthln150ftoft!!ewetland(conbeoddedtoonother/lqure Plantcovl!roftrees,shrubs,andherbacE!ousplar\ts __ Wfdth of unit vs. wldth of meam (c_on beQ!}_<!__ed to ollother {1ffure~ H1_}.t.Hl.4 Hl.2 Rl.1 Rl.2_,_R4.2 -------i----- R4.1 Mapofthecontrlbutlngb.!stn 1 km Polygon: kea that <!:<.\<mds 1 km from entire wet:and ede;e -lnclud!ng lpolyg{lnsforaccesslbluhabltatandundlsturbedhabltal RU,R2~R5.2 I H2~HUHU SCri::cn.::aptureofmapof303jd)llstedv.ater5lnbasln(fromEcolozyweb~lte_ Screen ceplure of l!sl arTMDLs for'N~IA In which unit ls found (from web] Lake Fringe Wetlands Ma_P..of; Cowardlnplantc!asses Plantcoveroftrees,shrubs,ar1dherhart'0115planU Boundory of area within 150 ft of the wetland (wn be added to another figure, 1 km Polygon: Area that extends 1 km from entire wetland edge· lndudlng ! p!)tygon.1 for accesslble habitat and undlst11rbPd habitat Screen ~apture of milp of 30~(d) llsted waters In basin (fro!)1 Ecology website , Screen captu!~ ~J!stofTMDLsforWRIA In which ur!tlsfau"l1d (from web] Slope Wetlands !Q,_1 R 3.2~ R3.3 lo answl!r q~utlol'I$: _l_ F~re If L_1.1, L4.1,H1.1,H 1.4 L1.2 H2.1,H2.2,M2.3 L3,J_,_l3.2 M:i of: To :an!.Wer uertlons: fl ·111 lt cawardlnplantclasses Hl.1,Hl.4 - Hydroperlods /:!_1.2 r1antcaverofdensetrees,shrubs,andherbace~lants IS1.3 Plar\tcoverofdense1 rlgldtrees,shNbs,a-ndherbaceo1.1splants S4.1 t ~~~1~:r~d:;:;;g1u:~;7~~ be <tdded to another fl~l!~!!l S 2.1, S S~l 1 km Potnon: Mea that extends! km from entire wetland edge· lndudlng H 2.1, H 2..2, H 2,3 [_polygonsforaccesslbleh<!_bl(atandundlsturhcdhabltat Sueen c.apture of map of 303jd~ted w...ters In ~a51!1 __ lf@!!l Erolci6Y_~~bsite) j S _3,1, 5_ 3_.2. Screen capture of ll>t ofTMOls for WRIA Jn which un!t Is found (from web) I S 3.3 Wetland Rating System for Westeni WA: 201-4 Update R.atlngFarm-EffectlYefanuaryl,201S Wetland name or number _ft HGM Classification of Wetlands in Western Washington For question.!; 1-7,the crtterfa dcscrlbed must appl}' to the entire unit being rated, If the hydrologtc criteria listed in each questioI: do nat apply ta the entire unit being rated, you probably have a unit with multiple HGM dasse:;. In this case, Identify whi_c:h hydrologic <:rlteria in questions 1-7 apply, and go to Qu"estion 8. 1. Are the water levels in the entire unit usually controlled by tides except during floods? ~ YES-the wetland class Is Tidal Fringe -go to 1.1 1.1 ls the salln!ty of the water during periods of annual low flow below 0.5 ppt (parts per thousand)? NO -Saltwater Tidal Fringe (Estuarine) YES-Freshwater Tidal Fringe If you.r wet/011d caJJ be classified as a Freshwatr>,.r Tidal Frin9e use the fonnsfor Riverine wetlands. If it is Saltwater Tidal Frin9e itis an Estuarine wetland and is not scored This method cannot be used to score functions for estuarine wetlands. 2. 'The entire wetland unit is flat and precipitation Is the only source {>90%) of water to lt. Groundwater and surface water runoff are NOT sources of water to the unit. 3. Dor.s the entire wetland unit meet all of the following criteria? _The vegetated part of the wetland ls on the shores of a body of pennanent open water (without any plants on the surface at any time of the year) atleast20 ac (8 ha) in size; __At least 30% afthe op1m water area is deeper than 6.6ft (2 m). ~ YES-The wetland class is Lake Fringe {Lacustrine Fringe) ~wetlandunitmeetall ofthefollowlngcriterla? _The wetland is on a slope (slope can be very graduo[), _The water flows through the wetland in one direction (unidh·ectional) and usually comes from seeps. It may flow subsurface, as sheettlow, or in a swate without distinct banks, ,,--=""'1a~t,er leaves the. wetland without being impounded. NO-go to 5 YES-The wetland class is Slope NQ!f : urface water does not pond in these type of wetlands except occasionally ln very small and shallow depressions or behind hummocks (depressions are usually <3 ft diameter and less than 1 ft deep). 5. Does the entire wetland unit meet all of the following criteria? _ The unit is in a valley, or stream channel, where It gets inundated by overbank flooding from that stream or river, _ The ()Verbank flooding occurs at least once every 2 years. Wetland Rating Syslem for Wesl&m WA: 2014 Update Rating Form -Effective January 1, 2015 We~-,~umber_/} ~ YES-'The wetland dass is Riverine NOTE: The Riverine unit can contain depressions that are filled with water when the river is not flooding 6. Is the entire wet:land unit in a topographic depression in which water ponds, oris saturated to the. surface, at same time during the year? This means that any out/r;t, if present, is hi9her than the interior of the wetland. NO-goto7 YES -The wetland class is Depressiona 7, Is the entire wetland unit located in a very flat area with no obvious depression ana no oveman1t. flooding? The unit docs not pond surface water more than a few inches. The unit seems to be maintained by high groundwater in the area. The wetland may be ditched, but has no obvious natural outlet NO-goto8 YES -The wetland class is Depre.ssional 8. Your we.tland unlt seems to be difficult to classify and probably contains several different HGM classes. Por example, seeps at the. base ofa slope may grade into a riverine floodplain, ora small stream within a Dapressional wetland has a zone offloading along its sides. GO BACK AND IDENTIFY WHICH OF THE HYDROLOGIC REGIMES DESCRJBED IN QUESTIONS 1-7 APPLY TO DIFFERENT AREAS IN 'THE UNIT (make a rough sketch to help you decide]. Use the following table to ldentify the appropriate class to use for the rating system lfyou have several HGM classes present within the wetland unit being scored. NOTE: Use this table only if the class that is recommended in the second column represents 10% or more of the total area of the wetland unit being rated. If the area of the HGM class listed in column 2 is less than 10% of the unit; classify the wetland using the class that represents more than 90% of the total area HGM classeswrthln the wetlcmd unit being rated Slope+R!verlne Slope+ Depresslonal Slope+ Lake Fringe Depresslonal + Rlverlne along stream wlth!n boimdary of depress1oo Depresslonai+L-ake Fringe Rlverlne+Lake Fringe Salt Wc1terTlda! Fringe and any other class of freshwater wetland HGM cla~S to use ln ratln~ Riverine De.e_resslonal Lake Frln.G_e Depresslonal De.e_resslonal Riverine Treat as ESTUARINE If you are still unable to determine which of the above criteria apply toyourwetland, or if you have more than .2 HGM dasst:s wfthfn a wetland boundary, dasslfy the wetland as Depressional for the ratin9. Wetland Rating System for Western WA: 2014 Update Rat1ngF01m-Efiectlvefa11uaryt,2D1S Wetland name or number _ft- DEPRESSIONAL ANO FLATS WETLANDS Water Quality Fundion~ -!n1katorsthat the site functions to Improve water quallty Dl.O.ooestheslteh;ivet:Jepate:nt!altal_mpr_avewaterquallty7 D 1.1. characteristics of 5u[@ce water outflows fron\ the )O(etl~nd: Wetland Is a depression or flat depression {QUESTION 7 on key} with ro .surface water lea~lng It (no outlet). paints.-:! Wetland has an lnterm!ttently flowing stream or ditch, OR hi shiv constricted permanently flow Ins outlet. ~ ~::::~~ ~a: ~:t~nec;r:~~~~~~i~~y7 C:1~~~~'.~i1~~::~~l~~:!e: ~~~:~e~;;~::1 !~Gf1~1~~ ~:~~: ~ I ~ D 1.1.._IM s11lil !o below the surfuce (gr d 1fflaver) l~_tr.!!_e ciay or trul! organic {use NR0._'!efl..rlJ!!o~!l_.Yes" 4 r-<o" o 0 1.3. Chil@Cl~dStiCS aod d!S!Jbutlan gf prnlit@nt plants !Emergent, Scrub-shrub, and/or Forested eowardln cla55es): Wetlandhasparslstent,ungraiad,plants>95'%ofarea Wetlandhaspers!stent,'Jngrazed,p\ants>~ ofarea Wellandliaspers1slent,ungraiedplants>1/1oofarea Wetlandhasperslstent,ungrazedplaots-<1/10 ofarca 01.4.Charn<"tP(i.;tjc.sofsearoMloondlngorlnuodatlon- Tllisistheareothat/spondedforat/east2m0flths.Seedesc,)pr/nnlnmanua/. Areasaa,;onallypondedls>){total,neaofwetland ~ ~ polnts><i polnts,.o ,;- Area seasonally ponded Is> Y. total area of wetland z. Areascasonallypondedls-.::Xtotalarea,~of~w~«~lae~d-------~ -=~-jf-,,c- TotalforD 1 9 Rating of Site f'otentlal If scare rs _12-16"' H _6-11 = M Record the radn{J on f/ie first /J(lge D2.0.Doesthelandscapehavethepotentlalto.supportth~wakrqualltyfunctlonoftheslte? D2.1.Doesthewatlandur.1trecelv1!Stormwaterdlscharges? ~o"'O D2.2.ls>10%ofthearea.vithln150ftofthewetla11dfnlandusesthatgeneratepollutants? ~"'O D2-~~hereseptlcsvstemswlth!n250ftofthewellar.d? ('Yespo.aO _l 02.4.ArethereothersourcesofpollutantscomlnglntotMwetlandthatarenotllstedlnquestlnn.,D?.l"D2.3? Source____ '(es:~~ TotalforD2 / Addthepolntslnthe.boxe.sabovc 5 RatfngoflandscapePotentlaJ lfscore1s:~3or4=H _1or2"M _O,,,L RecotdthemtfngonrhcfirMpoge D 3,0. !s the water qu;i_llly lmproverr.ent provided by the site valuable_ to S(lclely? ~~· ~~;td;h 1 :;atland d[;charge d!rectly (!.e., wlthfnlmll to a stream, r!:er, l~ke,or marine w.iter~~:~s 1 ~~ 6 D3.2,1sthewctland!nabaslnarsub-baslnwhereanaQuatJcresourcelsonthe303(dj11st7 s= zQ :,3. ~~~!~: 1:i~a :;~~~!;1;~1::~: ~;:~~~ht~e :n~~~~:~:;; Important for maintaining water qu:!ty= ~n~ G TatalforD3 Addthepolnt5Jntheboxesabove Ratlr1gufVal1Je lfscore!s:_2-4=H ._Ll=M _O=L fleco(dtherat/i1gonthe/irltpoge Wi:tland Rating System for Western WA: 2014 Update RatlngForm-Eff<'ctlveJanaary1,;w1s Wetland name or numbcrfr- OEPRESSIONAL ANO FLATS WETLANDS Hydrologil:: Functions" Indicators that the site functions to <educe floodlng and stream degradatlon D4.0.0oesthesitehavethepotentlalto rEduceflood!nganderoslon7 04.1-~g__fifsµrf;ic~_watetoytfigw5fromthewetland: Wetlandlsadepres.slonorflatdepresslonwlthno.surfacewaterleavlnglt[nooutlet) palnts.a4 W<'tland has an Intermittently f!owlnR sueam or ditch, OR highly constricted permanently flowing outlet~ Wetland ls a flat depre55lon (QUESTION 7 on key), whose outlet Is a permane(ltly flowing ditch po'.~~:! I t::_. Wetland has an un~s_!!:lcted, or sllghtlv to~strfcted, surface outlet that ls permanently flowing points,_ 0 o 4.2. Deptb ofstornse dy[IDR wet oerlods: E.st/mote the height of ponding above the bottom oft he oot/et. For wetJan!Js with no out/e~ mer,Nrefrom the surface. of permanent water or }f dry, the deepest port. Mark.;ofpondingare3ft.ormorea00vethesurfaceorbottomofautlet polnts'-7 Marksofpondlngtletweenlftto<3ftfromsurfaceorbottomcfoutlet e·S Marksareatleast0.5ft.to<2ftfromsurfaceorbottomofoutlet points= Thewe~~nd1sa "head=ter"wetland =3 Wetlandlsflatbuthassrnalldepresslonsonthesuffilcethattr.ipwater polnts=1 ~_fpond!nglassthan0.Sft(61n) ~ D 4.3. cootrlbutton oftbe wttlMd lo itcrage lo tbe watershed· Est/mat~ the rot/o aftiie area of upstreom basin contrlbutin9surface wllter to the wetlolld to the area oftlie wet/aM U/llt Itself. Theareaofthebas!r11slessthan10tlmestheareeoftheun!t Theareaofthebasln!s10tol00th1111stheareaoftheunlt ThaareaofthebaslntsmorethM100tlmestheareaoftheun!t Entlrewetland!slntheflatsdass ~ ~ paints.as TotnlforD4 / AddthepolntslnthebaKesabllvt< -:s c:z '6 RatlngofstttPfltentlal lfscorels:_12"16:e:H.J".:6-11cM_0-5"'L Rewrdtheratlngolltheflrstpoge DS.0.0oesthe.landsca_oehavethepotentlal_t~.~porthydrologlcfunct!onsoftheslte? D5.l.Doesthewetlandrecelvestormwaterdlschargas? ~o=O D 5.2, Is ;,10% of the area within 150 It ofth-, wetland In land uses that generate e~cess runoff? Yes"' Cf) Total for OS _L_ Addtt1epo1nts1ntheb1"Jxesaboya -z. Rath'luofLandicapePototntl~I lfscarels:_3,,,H _6o,r2"'M _Oal Recerdtheratlngontl1efirs.tpoge D 6.0.Arethehydrologlcfunctlo~ovlded by thesltevaluable toi.'1~? D 6.l. The uoJt Ls In a landscape that has floodiOB PC9blenµ. Choose die description that best matches condi.JoM arorm:J th~ wetland unit be/11~ rated. Do not odd points. Charue the b(qbEst scare If awe thqq olle condition ls met, 11",e wetland captures surface water that would otherwise flow down-gradient ln\o areas where flooding h-as damasedhumanorna1uralresources(e.g.,housesorsalmonredds}: • Flcodlngoccurs!nasub-b<IS!nthatlslmmedfatelvdown-gradlentofun[t. polntsoc2 • Surfaceflood[ngproblemsarelnasub-ba$ll1fartherdown·gradlenL palnts=t Flood!ngfromgroundwaterlsanls$ue!nthesub-bash,. ~ The e:dstlns or potentlal outflow from the wetland Is so tonstralned by human or natural co;'ldltlons that the water stored by t~e wetland cannot reach areas that flood. bp/o/(l why___ polnts .. o There are no problems with flooding downstream of the wetland. polnts>=D 06."2.Hasthesltebeenl<tent1nadaslmportantforfloodstoraseorfloodconveya.nce!n1:ireglonalfl~~~t~ I 0 Totalforo6 RatlngofValuelfscorel.1;_____2-4,,H __ :)'-M _o,,,L Wetland Rating System fer Western WAt 2014 Update RatlngForm-EITect!veJanuaryl,2015 Add the rolnt.1 In ~he bo~es abolffl flewrdtheroangonthef/rstpage Wetland name or number~ \' · it1~·"! (lll'E:stiP,~S~ppJy 19 wP.1:1.:ind~~faJfH~~ ~la;sSIJlS, I ~··1rM·,ol'(g10NS.dJo.ol<atoci.th,t•I\, ll>oc\\on, to.orov)de linport,ot•hOblt.lt hesltehaveH1epotent!altoprovldehabltat? H 1.1. Structura. of plant community: lml(catots ate Cawardlr'I c/a.5f;es arid strow Within the forested c/a5s. O'ieck the cowardln plant dassei; In the wetland. Up W 10 patches meybe combined [Of eadi c/055 to meet the thresh~ld of~ ac or more than .WU aft he unit If It 15 smaller than 1.5 ac. Add the number ofstrnctures checked. _Aquatic bed 4st1ucturesormore:polnts"4 _Emergent 3Struct1.1tes:po!nts:e2 ~~:~r~a~!:e~~:~e;r~~:~se ~a;~ :!~;verl 2 ;~t~~c~:~:'. ::~:: ~ lftheun/thasaFGrestedc/ass,cMcll/: .....,.cl1ieForestedcl~sshas30lltof5$trata(canopy,sub-canopy,shrubs,herbaccous,moss/ground-cctJer) thateachcover20%wlthlnthcForns_te<lpolygon Hi.2.Hydroperlods Check the types of water reg)mei; (hydmperio<ls) plll~nt within lhe wetland, Toe. waterreg!me has to oover more than 10".4 of ttie wetland or Ii ac to count (see teJ1tfor descriptions of hydroperlods). Z::n:~i~t~:!~r :~~~::::ed 4 or mor: :~ :~::::: :~:~~: ! _Occaslonallyfloodedorlnund11ted 2typesptesent:polnts.c1 _Saturatedcmly 1typeptesent:polntsz0 _Permanent!yflowlngstreamorrlverln,otadJacentto,theWi:!lland Seasonallyflowlng~treamln,otlldjacentto,thewettand ---l.ak'i!.Frlngewetland 2 points _Freshwat1.1rtldalwetland 2polnts Hi.3.Rkhnessofplantspedes Count the number of plant spede.s In the wetland that oowr at least 10 fl. Different patches of the same Jpedes con be combined to meet the size threJhold Md you do oot have to name thes~cles. Donat Include Eurasian m/l[0/1, reed utl'ltlljlf/tass., purple /aost.r.tr!fc. Canad km thfst/e lfyou counted:~ 19 species polnts=2 5-19spedes ~ <Sspecles __ i:>.olnts=O Hi.4.lnt.:r.sperslonofhablt:ats. Ot:cide from the d!;,u,im.s below whether lnte£Sper.slon amongCowardin pl~nts cianes (described In H 1.1), or the classes and unvegetated areas (ran lndude open water or mudHats) Is h!@:h, moderate, low, or noni,.1/you have/our or more plant dcsses or three cJrz55ei; and open water, the roting Ls oJways high. 0 ~ Allthreedla11r11ms lt1th!S(OW areHIGH,,,3pol11t.s ®@~ LC1W"1po!nt Moderate.a2pclnts ~Cl)~ Wetland R.atlng System /or Western WA; 2014 Update RaU11gFnrm-EffectlveJanuaryl,2015 13 0 C, A Wetland name or number_ Ht.5.Speclalhabltatfeatures: O,~ck habltatfeaturesthirtare present In the wetland. Thenumberofdiecks/s thenumberofpo/nts. _ e, downed, WQodv debris within the wetland (> 4 In diameter and 6 ft long]. _tandlngsnag>(dbh>4Jn]wlthlnthewetland _Undercutbanksarepresentfotatleast6.6ft(2m)and/oroverhanglngplantsextendsatleast3.3ft(lm) over a stream (Of ditch) In, orcontrsuauswlththe wetland,forat least33 ft(tO ml Stablestecipb.lnksafflnematerla\thatmightbeusedbybeaverormuskratfordennh1g (>3Ddegrne -slope)ORslgnsofrecentbeaveractlY!tyarepre.sent(cutsllrubsortreesthoth(IVe/lOt)letweat:her.ed where wood Is upased} Atleastl4acofthlr.·stCmmedpers!stentplantsorW(lodybrancnesarepresentlnareasthatare -perm¥1entlyorscasonallylnundated(.Strur:t1Jresjoregg./ay/nfjbyomphlb/on.s) _1;;:~~le pl11nt.s cove/ less than 25% of the wetland are11 In every stratum of plants (see H 1.lfor /lstof I -z,.. TotalforH1 , Addthep:Jlr\tslntheboX11sabove I '-t RatlngofS1tePotentlal lfscore1s:_1S.18"'H _7-14cM•Z0-6<>L Rec0fdrheratinga11thef}rstpage H 2.0.Doe.st'le!andscapehavethepotenttaltosupportthehabltatfunctlonsoftheslte? H 2.l. Acce55lble habitat (lnclllde only hobitat thatd!rectlyobuts wet/Qlld unJt). Ca/culot~ %1.111d1sturbed habitat____+[(% moderate and towlntemltyland ll5es]/2L_•~-% lftotalaccf!sslblehabftatls: >i/,(33.3%)oflkmPalygon 20·3)%of1k11'1Polygon 10-19%of1kmPoly11on ,;i~oflkl'nPl')lygon polntsc3 polnts:2 po!nt.s:1 ~ H 2.2. Undl5turbed hab~at In 1 km Polyson around !he wetland. ..- Co/cu/ate: -:Z.. 0 % undisturbed habrt11t____ +[(%moderate and low lnlenslty land uses)/21..5_" ---1::.2._% Undlsturbedhabltat>SO%of Poly11on polnts.a3 ~~:::::: ~::~~~ ~~:: :~~ ~n;~~:C~~:es ~ ~~~hab!tat<10%oflkmPolqon polnts:O H2.3.L.andusl!lntens!tyln1kmPolygon:lf >50%of1kmPolygonlsh!e:hlnte:nsltylanduse S50%of1kmf'olygonlshlghlntenslty ~ _'--,om __ 6a_ TotalforH2 Add the polnts!n!heboxes.!'_~~ve = -z:. RatlngofL..mdscapftPOt~ntlal lfscoreis,._4..fi><H _1-3:M :.=::::-<lzl Recrmither11tl11g0t1!hejlrstpage H 3.0. Is the habitat provided by me site va1uao111 rn soc1ewr H 3.1. Does the site provide habitat for species valued In laws., reeulations, or policies? Choose t'ln/y the h/ghestJCore th11tapfl}/es to the Wdtland being rated. Site meets ANY of lhe fol!awlng criteria; pa[nt.s"' 2 -lthas3Dl'l'norepr1Dfltyhabltatswlth1n100m(seenextpage) l -Jtpro~ldeshilbttatforThraatenedorEndangeredspecles(anyplantoran1malonth9.s1ateorfedera)Jlsts) -!tlsmappedasalocattonforanlndlvldualWOFWprior1tyspecies J -lt Is II Wetland of High COC'lservatlon Value as determined by the Department c.f Natural ResoLtrces -lthasbeencatesorliedasan!mportanth.abltatsltelnalocalorreglonslcomprehensiveplan,lna SharellneMastcr?!an,orlnawatershodplan S1tehaslor2prlorltyhabJtats(llstedonneictpage)w1tll!n100m points.al Sltedo!!:!inotmeetanyoftheuiLerlaabave / olnts=O RatlngofVal~e. lfseorels:_2 .. H _l=M _?o=L P.ecardthe onthcflrstpoge. Wetland Rating System for Western Wk Z014 Update RatlngForm-Effactlvefanuaryi,2015 14 Wetland name or number fr WDFW Priority Habitats £!:k!~t£.ll~(seecomJJ!etedescrlptfon.sofWDFWpt1orJtyhabltats,andthecountlesJnwhlchtheycan be found,, in: W.ishlngton Department of Flsh and Wlldllfe, 2006. PrJorJty Habitat and Species List. Olympla, Washington. 177pp,bmr//wdfwwa ilOY/Publh:atirns/00165/wd(~or:access thellstfromhere: httn·//wdfwwarPY/coo-wrvatJon/nhs/llstl) CoLl!lt how many of the following prJorlty habitats are wJth.111 330 f:: (100 m) of the wetland unit: NOTE: This question Is 1!1depe11dentnfthe/(l!!dus6betv..-ee11thew,ulcmdr111/tandtheprlorltyhab/r.at -Asp81:1St.ands: Pureormixedstandsofasper,greaterthan1ac(0.4ha). -Blod.lwrslty Ataas ,11:1d Corrldors: Areas ofhabltat that am relaUve!y import.mt to various species of native flsh and wlltl]lfe (full dcscrl11tlnm Ju WDFW PHSrcport) -l-lerlmceous Balds.: Variable size patches of gras.s and forbs on shallow solls over bedrock, -Old-growth/Mature forusts, Qld-ernwth west of Cnradc crest .. StQllds of at Jeast2 tree species, forming a multi- layered canopy with occasional small openings; wlthatleast9 trees/ac(20 treesjha) > 3Zln (81 cm) dbh or> 200 yearsnfage.~-Standswithaverage:llametersexceed!ng2.lln(S3cm)dbh;crowncovermaybeless than 100%; decay, decadence, nW11bers of snags, and quandty of large downed materJ.:il Is generally les.~ than that found!nold-growth;80-200yearsoldwes:oftheCa6t:adecreM. -Oregou White O;,ln Woodland stands of pure oak or oak/conifer associations where canopy coverage of the oak component ls Important (full r/escrlptkms la WDFW PIIS reportp. 158-sea web link above). --Rlparlaa: The area adjacent to aquat!c systems wlth nowlng water that contains elements of both aquatic and terrestrialecosystemswhlchmutuallylnOuencec:achothcr. -Westside I'ra1rtes: Herbaceous, non-forested plant communities that can either take the form ofa dry pralrJe or a wet prairlc (full description:,· In WDFW PHS report p.161 -see web //11k uboye). -Trutrcam: The combination of physical, bJoluglcal, and chemical processes and rnndltlon~ that Interact to pravtde functlo11allifehlstoryrequJrementsf::irlnsucar.1flshandwlldllferesowces. -Nean;hore: Relatively undisturbed nearshore habitats. These Include Coastal Nearshote, Open Co:ist Nearshore, an::1. Puget Sound Nearshore. [full :iescrlp/:JDns (!jhobltotsondthe definition 0{1'efat/ve/y 11nd1srurbedare In WDFW report - seeweb//nkonpr<ivlouspcge), -Caves;Anaturallyoccu.rrlnBCavJty,recess,void,orsystemoflnterconnectedpassagesundertheeartJi!nsolls,rock, Jce,orothergc,ologlcalforn1atlonsand!slargeeno1.1ghtocont.alnahu111an. -Cllffs:Grea1.erthm125ft(7.6m)hlghandoccurr!ngbelowSOOOftelevatlon. -Talus, Homogenous areas of rock rubble ranging In average size 0.5 -6.5 ft (0.15 -2.0 mJ, composed of basalt, andesJto, and/or sedlment.iry rock, Including r!prap slides and mine tailings. May be associated with cliffs. -Snags 11ndLogs: Tr!!es arc considered ~na,gs lfthey are dead or dyln,g and exhJb!t sufflctent decay charactarlEt.lcs to enable cavity excav::itlon/use by wJld!!fe, Priority snags have a diameter :at hreast height of> 20 Jn (51 cm) !n western Washington and are:-65 ft L2 m) Jn height. PrJorltylogs are;, 12 in (30 cm) Jn diameter atthe!argest end, and;, 2.0 ft (6m)long. Note;AJlvegetatedwetlands11rebydeflnlllonaprlorlt,YhabltatbutarenotlncludecilnthJsUstbecall.'letheyareaddressed elsewhere, Wetlan;I Rating System for Western WA: 2014 Update llatlngFcrm-EffectlveJant1niyl,2015 /,/cl,-.,,<.- 15 Wetland namt: ol' number_fj- CATEGORIZATION BASED ON SPECIAL CHARACTERISTICS Wetla11dType Checkoff anycr/terfrJ thot oppJy ra the wet/and. Circle the cateporyw)ien lh~ appmp(/Q~ crlterio __ ore met. SC1.0.Estuarlnewetlands Does the wetland meet the fol!owln{I criteria for EstuarlM wetlands/ -The ciomlna111 waler regime ls tidal, =::~~:~~~;d@reaterthan 0.5 ppt Yes--Go toSCl.l N~otan ertYarlr111~ SC 1.1. Is the wetkmd within a National \Nlldllf11 Refuge, NB1Jor1al Park, Natlona! Enuary Reserve, Natufal Area Pres~rv~,Statc Park or Educational, Erwlronmental, or Sclcntltlc Reserve designated und<:!rWAC332-l0-1Sl? Yes"'Cate1orvl No-GotoSCl.2 SC 1.2. Is the weUand unit at least 1 ac In size and meets at least two of the followlng three condltlons? -Thewetlandlsrelatlv<!lyundlsturbed(hasnodlklng,d!tchlng,fllllng,cultlvatlon,graz!ng,andhaslcss thanl0%coverofnon-natlveplantspecles. (lfnon-natlvespeclesaresportir10,5eepage2S) -Atle:astY.ofthelandwardedgeofthewetlandhasa100ttbufferofshrub,fornst,orun·srazedorun- rnowed9rassland, -The wetland has at !east two of the followlnB features: tidal channels, depressions with open. water, or contlsuousfreshwaterwetland5, Yes,,Categoryl No.,C.Stegoryll SC 2.0. Wetlands of High Conservatton Value (WHCVJ SC 1.1. ~~!~~~~:~~~cnt of Natural Resources updated their website ~:sl~c~~d~t~~ ~~~ of WN~~~; ~: ~b~ SC 2.2. Is the wetland listed cm the WDNR database. as a Wetland of High Conse,vatlon Value? 'i'es.,Categoryl No,.NotaWHCV SC2.3.lsthewetlandinaSectlon/fownshlp/RangcthatcontalnsaNatura1Herltagewetland? Category Ca<I Cati cat.II Cati htlp://www1.dnr.wagoyJnhp/cefde1k/~:~9:e;o~~':'~~~:~~ndgotoSC2.~ .sc;u.HasWDNRldentlfiedthewetlandwlthlntheS/T/RasaWet!andofHlghConservatlon~on thelrwebslte7 Yesc:catigory1 Noc:NotaWltCV SC.3.0. 8ogs Daesthewetland(oranyp..-,rtoftheunlt)meetboththecriterlaforsollsandvesetatlonlnbogs?Usethekey b~low. lfyou ru,swerYESyou wl/Jst/11 need to ratethewrtkmdb~dQn Its/unctions, SC 3.1. :;;/;f ~~:afl~t:~ 11~:~:a;~I ~~~~~:r organic sol! horizons, elth%~a~s 0 ~~ ~~;~ tha~Go lo SC a.2r SC 3.2. Does an are.i within the weth3,nd un!t hav" orsank soils, e!th11r ~ats or mucks, that are less than overlled1ock,oranJmµermeablehardpans11chasrJayorvolcanlcash,orthatarenaatj11 op.of.a..Ja~ SC 3.3. :~~n area with pe.its or mucks have more thar1 70% cover af mo~::~;g~;~:~1!~e1, A N:., Is not ab~ covNafptantspeclesHstedlnTab~4? YE!S"'lsa<:ategorylbos No-GotoSC3.4 NOTE:l(yQuareuncertalnabouttheextentofmos.!;11slnth11understory,youm11ysubstltutethatcrlt11rlonby measurlngthepHofthewaterthatseepslntoahciedugatlr:ast1Slndeep.lfthepH1slessthan5.0endthe , ptantspe<:leslnTable4arepre&ent,thewetland1sabog. I SC 3.4. ls an area wtth peats or mucks forested(> 30% cover) with S\tka spruce, sub:ilplne fir, western red cedar, western hemlock, lodgepole pine, quaklng aspen, Engelmann sproce, or we.1tern white pine, AND any of the species (<lf comblnatlon of species) llsted !n Table 4 provide more than 30% of the cover under the canopy? Yesc:lsacategor,lbllg No,.lsnotabog Wetland Rating System for Western WA: Z014 Update RatlngForm-Effectlve/anuacy 1,2015 " Cat I Wetland name or number fr SC 4.0. Forerted Wetland~ Doeslhewet/andhaveatlean~offore.stthatmeetsoneofthe.secrlteriafortheWA Depa1tm~ntof Ash and W!ld~fe's forests as priority hablab? //'loll answer YES you WIii Jtlll need to Me tht:wet!twdbaudonltsfunctl,ms. -Old-growth forests (west of cascade trest): Stands of at least two tree species, forming a multi-layered tanopyw1thoccaslonaismallopenlngs;wlthatleaslBtrees/ac(20trees/halthatareatleast200yearsof .ageORhaveadlameteratbreasthe!ght(dbh)of32!n(Blcm)ormcre, -Mature farub (west of the C&stade crest): Stands where the largest trees are.80.7.00 ye3rs old DR the speclesthatmakeupthecanopyha~a11a\fefagedlameter(dbh)exce~ '(es,,Categol"/1 No,.~orefredwetlandforthlssec~D cat.I SC5.0. Wetlands In Coastal Lasoons Does \he wetland meet all of the follow!n& crtte,la of a wetland In a coastal lagoon? -The wetla11d lies In a depression adJai:ent to marlne waters that ls wholly or partially separated from marlnewatersbysandbanks,srai,,elbanks,shlngle,or,lessfrequently,ro.:ks -Thelogt1-0n!n which the wetland\51oct1te.J contaln$p,ondedwaterthat1ssalineorhrackl6~ duringmcstoftheyearlnatleastaportlMoflhelago<in(nee near~ Yes-GotoSCS. No•Notawl'ltlandlnacoartal la SCS.1. Does the wetland meet ell of the followlniJthree conditions? -Thev;eUand!srelatlvalyundlsturbed(hasnodfking.dltchlng.fl\Ung,cultlvallon,graiJng),andhasles$ than20%coverofaggresslve,opp,orti..n!sUcplantspedes{seellstofspec!esonp.lOOJ. -Atleast%ofthelandwardedseofthewetlandhasa100ftbutft:rofshrub,forest,orun-grazedorun- mowedsrassland. -Thewettandtslargerthan 1 /,0 ac(4:150tt2) Yes:aCategoryl No=t:atetcorvtl SC6.0.lnt-erduna!Wetlands Is the wetland watof the 1889 llne (a!so called \he Western Boundary of Upland Owner:;hlp or WBUO)? rt you ,mswer~s you w/11 stJll llttd to rote th~ wetla11d btued on Its habftlltfurn:t}ons, In practical terms that means the following g~gniphlc areas: -LonsBeachPenlnsula:Landswestof.SR103 <>rt.I C&tll -Grayland·Westport:LandswestofSRlOS Cati -Ocean Shores-copal!5: lands west of SR 115 a11d SR 109 'l'es-GotoSC6.1 SC6.l. ls the wetland 1 ac orlarserand ..:ore,; an B or 9 forthehabltatfun o on the form{ratesH,H,Hor H,H,M I cat II for the three aspects offunctlon\1 Ye.s= 0ite1ory I No-Go to SC 6,2 SC6.2.ls.thewetlandlaco,1arge1,orl51tlnamosalcofwetlandsthatl5latorlarser? ¥es:,:tategoryll No-GotoSC6,:I Cat.Ill SC6.:1.lstheunltbetween0.1andlac,otl!iltlnamosalcofwetlandsthatlsbctween0.1andlac? eatesoryofwetlandbasedo11SpedalCharacterbtlcs lfyou answered No for_~, enter~NotApplic.ble~ on Summary Fmrn Wetland Rating system for Western WA: 2014 Update R:!tingForm-EffectlveJanuaryl,2015 Ves=<'.ategorylll No.,cate111>rylV 17 Cai.IV /V/r-- ' ••• l~- RILEYGROUP • GEOTECHNICAL ENGINEERING REPORT PREPARED BY: THE RILEY GROUP, INC. 17522 BOTHELL WAY NORTHEAST BOTHELL, WASHINGTON 98011 PREPARED FOR: WESTON HEIGHTS, LLC 15 LAKE BELLEVUE DRIVE, SUITE 102 BELLEVUE, WASHINGTON 98005 RGI PROJECT No. 2016-009 WESTON NORTH 702 NILE AVENUE NORTHEAST RENTON, WASHINGTON JANUARY 29, 2016 Corporate Office 17522 Bothe// Way Northeast Bothell, Washington 98011 Phone 425.415.0551 + Fox425.41S.0311 www.riley-group.com January 29, 2016 Mr. Robert Fitzmaurice Weston Heights, LLC 15 Lake Bellevue Drive, Suite 102 Bellevue, Washington 98005 ••• l~-RILEVGROUP Subject: Geotechnical Engineering Report Weston North 702 Nile Avenue Northeast Renton, Washington RGI Project No. 2016-009 Dear Mr. Fitzmaurice: As requested, The Riley Group, Inc. (RGI) has performed a Geotechnical Engineering Report (GER) for the Weston North short plat located at 702 Nile Avenue Northeast, Renton, Washington. Our services were completed in accordance with our proposal PRP2016-017 dated January 20, 2016, and authorized by Mr. Jeff Hamilton, COO of Weston Heights, LLC. The information in this GER is based on our understanding of the proposed construction, and the soil and groundwater conditions encountered in the hand augers completed by RGI at the site on January 22, 2016. RGI recommends that you submit the project plans and specifications to RGI for a general review so that we may confirm that the recommendations in this GER are interpreted and implemented properly in the construction documents. RGI also recommends that a representative of our firm be present on site during portions of the project construction to confirm that the soil and groundwater conditions are consistent with those that form the basis for the engineering recommendations in this GER. If you have any questions or require additional information, please contact us. Respectfully submitted, THE RILEY GROUP, INC. Senior Project Engineer Corporate Office 1 !~22 Bothell Woy Northeast Bothell, Washington 98011 Phone 4?5.415.0551 + Fax 425.41S.0311 www.riley·qroup.com Ricky R. Wang, PhD, PE Principal Engineer Geotechnical Engineering Re,....vrt Weston North, Renton, Washington TABLE OF CONTENTS January 29, 2016 RGI Project Na. 2016-009 1.0 INTRODUCTION ............................................................................................................................... I 2.0 PROJECT DESCRIPTION ............................................................................................................... I 3.0 FIELD EXPLORATION AND LABORATORY TESTING .......................................................... I 3.1 FIELD EXPLORATION .... 1 3.2 LABORATORY TESTING ........................ .. ....... 2 4.0 SITE CONDITIONS ........................................................................................................................... 2 4.1 SURFACE. 4.2 GEOLOGY ..... 4.3 SOILS .. 4.4 GROUNDWATER .. 4.5 SEISMIC CONSIDERATIONS ..... 4.6 GEOLOGIC HAZARD AREAS. ........... 2 .. ....... 2 . .......... 3 ...3 .. .............. 3 .. ...... 4 5.0 DISCUSSION AND RECOMMENDATIONS ................................................................................. 4 5.1 GEOTECHNICAL (ONS!DERATIONS .. .4 5.2 EARTHWORK .4 5.2.1 Erosion and Sediment Control .... 4 S.2.2 Stripping.............. . .. .... 5 5.2.3 Excavations .. 5.2.4 Site Preparation . 5.2.S Structural Fill .. 5.2.6 Cut and Fill Slopes .. ......... 6 . .......... 6 .. ......... 7 5.2. 7 Wet Weather Construction Considerations ..... ........... 8 .. ......... 8 5.3 FOUNDATIONS ...... . 5.4 RETAINING WALLS ...... . 5.5 SLAB-ON-GRADE (ONSTRUCT!ON 5.6 DRAINAGE 5.6.1 Surface ...... 5.6.2 Subsurface .. S.6.3 Infiltration 5.7 UTILITIES ... 5.8 PAVEMENTS ..... ...9 .. ..... 10 ......... 10 ......... 11 . ...... 11 .. ...... 11 ......... 11 .. ....... 11 .. .. 11 6.0 ADDITIONAL SERVICES .............................................................................................................. 12 7.0 LIMITATIONS ................................................................................................................................. 12 Figure 1 .......... . Figure 2. Figure 3 ....... .. Figure 4 .............................. .. Appendix A .... .. LIST OF FIGURES AND APPENDICES .. ..... Site Vicinity Map .. ... Geotechnical Exploration Plan ...Typical Retaining Wall Drainage Detail .. ......... Typical Footing Drain Detail .. ................................ Field Exploration and Laboratory Testing Geotechnica! Engineering Re,.,vrt Weston North, Renton, Washington Executive Summary January 29, 2016 RGI Project No. 2016-009 This Executive Summary should be used in conjunction with the entire Geotechnical Engineering Report (GER) for design and/or construction purposes. It should be recognized that specific details were not included or fully developed in this section, and the GER must be read in its entirety for a comprehensive understanding of the items contained herein. Section 7.0 should be read for an understanding of limitations. RGl's geotechnical scope of work included the advancement of 3 hand augers to a maximum depth of 3.5 feet below existing site grades. Based on the information obtained from our subsurface exploration, the site is suitable for development of the proposed project. The following geotechnical considerations were identified: Soil Conditions: The soils encountered during field exploration includes soft to medium stiff silt with some sand and medium dense silty sand with some gravel. Groundwater: Light groundwater seepage was encountered between depths of 8 to 18 inches bgs during our subsurface exploration. Foundations: Foundations for the proposed building may be supported on conventional spread footings bearing on medium dense to dense native soil or structural fill. Slab-on-grade: Slab-on-grade floors and slabs for the proposed building can be supported on medium dense to dense native soil or structural fill. Pavements: The following pavement sections are recommended: , For heavy truck traffic areas: 3 inches of Hot Mix Asphalt (HMA) over 6 inches of crushed rock base (CRB) ';, For general parking areas: 2 inches of HMA over 4 inches of CRB ••• ll. nu r\/r>nn11r1 Geotechnicai Engineering Repo - Weston North, Renton, Washington 1.0 Introduction January 29, 2016 RGI Project No. 2016-009 This Geotechnical Engineering Report (GER) presents the results of the geotechnical engineering services provided for the Weston North short plat in Renton, Washington. The purpose of this evaluation is to assess subsurface conditions and provide geotechnical recommendations for the construction of single family residences. Our scope of services included field explorations, laboratory testing, engineering analyses, and preparation of this GER. The recommendations in the following sections of this GER are based upon our current understanding of the proposed site development as outlined below. If actual features vary or changes are made, RGI should review them in order to modify our recommendations as required. In addition, RGI requests to review the site grading plan, final design drawings and specifications when available to verify that our project understanding is correct and that our recommendations have been properly interpreted and incorporated into the project design and construction. 2.0 Project description The project site is located at 702 Nile Avenue Northeast in Renton, Washington. The approximate location of the site is shown on Figure 1. The site is currently occupied by a single family residence with a shop to the west and a grass field to the east of the residence. RGI understands that the parcel will be subdivided into six lots with construction of five new single family residences. The existing residence and shop will remain on Lot 1. Our understanding of the project is based on conversations with the client, and a site plan that was forwarded to us by SDA dated October 24, 2015. At the time of preparing this GER, building plans were not available for our review. Based on our experience with similar construction, RGI anticipates that the proposed building will be supported on perimeter walls with bearing loads of two to four kips per linear foot, and a series of columns with a maximum load up to 20 kips. Slab-on-grade floor loading of 250 pounds per square foot (psf) are expected. 3.0 Field Exploration and Laboratory Testing 3.1 FIELD EXPLORATION On January 22, 2016, RGI excavated three hand augers. The approximate exploration locations are shown on Figure 2. Field logs of each exploration were prepared by the geologist that completed the excavation. These logs included visual classifications of the materials encountered during excavation. The hand augers logs included in Appendix A represent an interpretation of ••• ll. RILEYGROUP Geotechnical Engineering Repo ~ Weston North, Renton, Washington January 29, 2016 RGI Project No. 2016-009 the field logs and include modifications based on laboratory observation and analysis of the samples. 3.2 LABORATORY TESTING During the field exploration, a representative portion of each recovered sample was sealed in containers and transported to our laboratory for further visual and laboratory examination. Selected samples retrieved from the hand augers were tested for moisture content and grain size analysis, to aid in soil classification and provide input for the recommendations provided in this GER. The results and descriptions of the laboratory tests are enclosed in Appendix A. 4.0 Site Conditions 4.1 SURFACE The subject site is a rectangular-shaped parcel of land approximately 2.3 acres in size. The site is bound to the north by Northeast 7th Place, to the east by residential property and a private road, to the south by a wetland and residential properties, and to the west by Nile Avenue Northeast. The existing site houses a shop and a single family residence that are located within the western section of the site. A handful of trees are located along the western portion of the south property line with a cluster of 20 foot tall bamboo stalks to the northeast of the house. The remaining area (central to eastern portion of the site) is occupied by a large grassy field, where the proposed new single family residences would be constructed. The site is relatively flat with an overall elevation difference of approximately 6 feet, increasing in elevation towards the east. 4.2 GEOLOGY Review of the Geologic Map of the Renton Quadrangle King County, Washington, by D.R. Mullineaux, (1965) indicates that the soil in the project vicinity is mapped as Ground moraine deposits (Qgt), which is mostly thin ablation till over lodgment till, deposited by Puget glacial lobe. Lodgment till generally compact, coherent, unsorted mixture of sand, silt, clay and gravel: commonly termed hardpan. Ablation till similar, but much less compact and coherent. Highly variable in thickness and in relative proportion of lodgment to ablation till; lodgment till generally 5 to 30 feet thick, ablation till 2 to 10 feet. North of Cedar River, till is mostly sand, is relatively friable and locally less than 5 feet thick. Between Renton and Lake Youngs, lodgment till locally is thin, but ablation till is relatively thick and grades to stratified drift. Moderately drumlinized, forms undulating, locally irregular surface characterized by southeast-ward-trending hills and swales, commonly overlain by thin sand, clay or peat. Surface drainage is locally poor. Lodgment till is nearly impermeable and relatively difficult to excavate, but relatively stable in cut slopes. These descriptions are generally similar to the findings in our field explorations . ••• ll- RILEYGROUP Geotechn/Ca/ Engineering Repo . Weston North, Renton, Washington 4.3 SOILS January 29, 2016 RGI Project No. 2016-009 The soils encountered during field exploration include silt with some sand to silty sand with some gravel. Hand auger locations HA-2 and HA-3 encountered dense to very dense soils that contained large gravels and cobbles that prevented further advancement in depth. More detailed descriptions of the subsurface conditions encountered are presented in the hand auger logs included in Appendix A. Sieve analysis was performed on two selected soil samples. Grain size distribution curves are included in Appendix A. 4.4 GROUNDWATER Light groundwater seepage was encountered between 8 to 18 inches bgs during our subsurface exploration. The groundwater appears to be perched over the top of a medium stiff SILT layer. Surface water was also observed in the grassy field during the exploration. It should be recognized that fluctuations of the groundwater table will occur due to seasonal variations in the amount of rainfall, runoff, and other factors not evident at the time the explorations were performed. In addition, perched water can develop within seams and layers contained in fill soils or higher permeability soils overlying less permeable soils following periods of heavy or prolonged precipitation. Therefore, groundwater levels during construction or at other times in the future may be higher or lower than the levels indicated on the logs. Groundwater level fluctuations should be considered when developing the design and construction plans for the project. 4.5 SEISMIC CONSIDERATIONS Based on the 2012 International Building Code (IBC), RGI recommends the follow seismic parameters for design. Site Soil Class' Site Latitude Site Longitude Table 1 2012 IBC Parameter Short Period Spectral Response Acceleration, 55 (g) 1-Second Period Spectral Response Acceleration, 51 (g) Adjusted Short Period Spectral Response Acceleration, SMs (g) Adjusted 1-Second Period Spectral Response Acceleration, 5M 1 (g) Value C' 47.494016° N 122.141161 ° W 1.387 0.521 1.387 0.677 1. Note: In general accordance with Chapter 20 of ASCE 7. The Site Class is based on the average characteristics of the upper 100 feet of the subsurface profile. II• llW RILEYGROUP Geatechnical Engineering Repo .• Weston North, Renton, Washington January 29, 2016 RGI Project No. 2016-009 2. Note: The 2012 IBC and ASCE 7 require a site soil profile determination extending to a depth of 100 feet for seismic site classification. The current scope of our services does not include the required 100 foot soil profile determination. Hand augers extended to a maximum depth of 3.5 feet, and this seismic site class definition considers that very dense soil continues below the maximum depth of the subsurface exploration. Additional exploration to deeper depths would be required to confirm the conditions below the current depth of exploration. Liquefaction is a phenomenon where there is a reduction or complete loss of soil strength due to an increase in water pressure induced by vibrations from a seismic event. Liquefaction mainly affects geologically recent deposits of fine-grained sands that are below the groundwater table. Soils of this nature derive their strength from intergranular friction. The generated water pressure or pore pressure essentially separates the soil grains and eliminates this intergranular friction, thus reducing or eliminating the soil's strength. RGI reviewed the results of the field and laboratory testing and assessed the potential for liquefaction of the site's soil during an earthquake. Since the site is underlain by glacial till, RGI considers that the possibility of liquefaction during an earthquake is minimal. 4.6 GEOLOGIC HAZARD AREAS Regulated geologically hazardous areas include erosion, landslide, earthquake, or other geological hazards. Based on the definitions in the Renton Municipal Code, the site does not contain geologically hazardous areas. There are not mapped coal mine hazards, steep slopes or landslide hazard on the site or in the near vicinity of the site. A wetland is mapped on the parcel to the south of the site and appears to extend slightly into the site. 5.0 Discussion and Recommendations 5.1 GEOTECHNICAL CONSIDERATIONS Based on our study, the site is suitable for the proposed construction from a geotechnical standpoint. Foundations for the proposed building can be supported on conventional spread footings bearing on medium dense to dense native soil or structural fill. Slab-on- grade and pavements can be similarly supported. Detailed recommendations regarding the above issues and other geotechnical design considerations are provided in the following sections. These recommendations should be incorporated into the final design drawings and construction specifications. 5.2 EARTHWORK The earthwork is expected to include installing underground utilities excavating and backfilling the residence foundations and preparing sidewalk, driveway and frontage improvement roadway subgrades. 5.2.1 EROSION AND SEDIMENT CONTROL Potential sources or causes of erosion and sedimentation depend on construction methods, slope length and gradient, amount of soil exposed and/or disturbed, soil type, ••• llW RILEYGROUP Geotechnical Engineering Repor. Weston North, Renton, Washington January 29, 2016 RGI PraJect No. 2016-009 construction sequencing and weather. The impacts on erosion-prone areas can be reduced by implementing an erosion and sedimentation control plan. The plan should be designed in accordance with applicable city and/or county standards. RGI recommends the following erosion control Best Management Practices (BMPs): ,-Scheduling site preparation and grading for the drier summer and early fall months and undertaking activities that expose soil during periods of little or no rainfall ,-Retaining existing vegetation whenever feasible ,-Establishing a quarry spall construction entrance ,-Installing siltation control fencing or anchored straw or coir wattles on the downhill side of work areas ,-Covering soil stockpiles with anchored plastic sheeting ,-Revegetating or mulching exposed soils with a minimum 3-inch thickness of straw if surfaces will be left undisturbed for more than one day during wet weather or one week in dry weather ,., Directing runoff away from exposed soils and slopes ---, Minimizing the length and steepness of slopes with exposed soils and cover excavation surfaces with anchored plastic sheeting (Graded and disturbed slopes should be tracked in place with the equipment running perpendicular to the slope contours so that the track marks provide a texture to help resist erosion and channeling. Some sloughing and raveling of slopes with exposed or disturbed soil should be expected.) ,-Decreasing runoff velocities with check dams, straw bales or coir wattles ;., Confining sediment to the project site ,., Inspecting and maintaining erosion and sediment control measures frequently (The contractor should be aware that inspection and maintenance of erosion control BMPs is critical toward their satisfactory performance. Repair and/or replacement of dysfunctional erosion control elements should be anticipated.) Permanent erosion protection should be provided by reestablishing vegetation using hydroseeding and/or landscape planting. Until the permanent erosion protection is established, site monitoring should be performed by qualified personnel to evaluate the effectiveness of the erosion control measures. Provisions for modifications to the erosion control system based on monitoring observations should be included in the erosion and sedimentation control plan. 5.2.2 STRIPPING Stripping efforts should include removal of pavements, vegetation, organic materials, and deleterious debris from areas slated for building, pavement, and utility construction. The hand augers encountered eight to 14 inches of topsoil and rootmass. Deeper areas of stripping may be required in forested or heavily vegetated areas of the site . ••• . , .. RILEYGROUP Geotechnical Engineering Repo .. Weston North, Renton, Washington 5.2.3 EXCAVATIONS January 29, 2016 RGI Project No. 2016~009 All temporary cut slopes associated with the site and utility excavations should be adequately inclined to prevent sloughing and collapse. The site soils consist of dense native soils. Accordingly, for excavations more than 4 feet but less than 20 feet in depth, the temporary side slopes should be laid back with a minimum slope inclination of 1.SH:lV (Horizontal:Vertical) where groundwater seepage is encountered and 3/4H:1V in the underlying dense soils. If there is insufficient room to complete the excavations in this manner, or excavations greater than 20 feet in depth are planned, using temporary shoring to support the excavations should be considered. For open cuts at the site, RGI recommends: ;, No traffic, construction equipment, stockpiles or building supplies are allowed at the top of cut slopes within a distance of at least five feet from the top of the cut ,-Exposed soil along the slope is protected from surface erosion using waterproof tarps and/or plastic sheeting ,. Construction activities are scheduled so that the length of time the temporary cut is left open is minimized ,-Surface water is diverted away from the excavation ,. The general condition of slopes should be observed periodically by a geotechnical engineer to confirm adequate stability and erosion control measures In all cases, however, appropriate inclinations will depend on the actual soil and groundwater conditions encountered during earthwork. Ultimately, the site contractor must be responsible for maintaining safe excavation slopes that comply with applicable OSHA or WISHA guidelines. 5.2.4 SITE PREPARATION Once stripping, clearing and other preparing operations are complete, the footings should be excavated into the native soils. Subgrade soils that become disturbed due to elevated moisture conditions should be overexcavated to reveal firm, non-yielding, non-organic soils and backfilled with compacted structural fill. In order to maximize utilization of site soils as structural fill, RGI recommends that the earthwork portion of this project be completed during extended periods of warm and dry weather if possible. If earthwork is completed during the wet season (typically November through May) it will be necessary to take extra precautionary measures to protect subgrade soils. Wet season earthwork will require additional mitigative measures beyond that which would be expected during the drier summer and fall months . ••• ll. RILEYGROUP Geotechnical Engineering Rep Weston North, Renton, Washington 5.2.5 STRUCTURAL FILL January 29, 2016 RGI Project No. 2016-009 RGI recommends fill below the foundation and floor slab, behind retaining walls, and below pavement and hardscape surfaces be placed in accordance with the following recommendations for structural fill. The suitability of excavated site soils and import soils for compacted structural fill use will depend on the gradation and moisture content of the soil when it is placed. As the amount of fines (that portion passing the U.S. No. 200 sieve) increases, soil becomes increasingly sensitive to small changes in moisture content and adequate compaction becomes more difficult or impossible to achieve. Soils containing more than about 5 percent fines cannot be consistently compacted to a dense, non-yielding condition when the moisture content is more than 2 percent above or below optimum. Optimum moisture content is that moisture that results in the greatest compacted dry density with a specified compactive effort. Non-organic site soils are only considered suitable for structural fill provided that their moisture content is within about two percent of the optimum moisture level as determined by ASTM D1557. Excavated site soils may not be suitable for re-use as structural fill depending on the moisture content and weather conditions at the time of construction. If soils are stockpiled for future reuse and wet weather is anticipated, the stockpile should be protected with plastic sheeting that is securely anchored. Even during dry weather, moisture conditioning (such as, windrowing and drying) of site soils to be reused as structural fill may be required. Even during the summer, delays in grading can occur due to excessively high moisture conditions of the soils or due to precipitation. If wet weather occurs, the upper wetted portion of the site soils may need to be scarified and allowed to dry prior to further earthwork, or may need to be wasted from the site. The native soils were over the optimum moisture content during our explorations. The native soils may require moisture conditioning even in the drier summer months. If on- site soils are or become unusable or earthwork will be completed in wet weather, it may become necessary to import clean, granular soils to complete site work that meet the grading requirements listed in Table 2 to be used as structural fill. Table 2 Structural Fill Gradation U.S. Sieve Size 4inches No. 4 sieve No. 200 sieve *Based on minus 3/4 inch fraction. • •• ll. RILEYGROUP Percent Passing 100 75 percent 5 percent * Geotechnical Engineering Repo Weston North, Renton, Washington January 29, 2016 RGI Pro1ect No. 2016-009 Prior to use, an RGI representative should observe and test all materials imported to the site for use as structural fill. Structural fill materials should be placed in uniform loose layers not exceeding 12 inches and compacted as specified in Table 2. The soil's maximum density and optimum moisture should be determined by ASTM D1557. Table 3 Structural Fill Compaction ASTM D1557 Minimum Moisture Content Location Material Type Compaction Range Percentage Foundations On-site granular or approved 95 +2 -2 imported fill soils: Retaining Wall Backfill On-site granular or approved 92 +2 -2 imported fill soils: Slab-on-grade On-site granular or approved 95 +2 -2 imported fill soils: General Fill (non-On-site soils or approved 90 +3 -2 structural areas) imported fill soils: Pavement -Subgrade On-site granular or approved 95 +2 -2 and Base Course imported fill soils: Placement and compaction of structural fill should be observed by RGI. A representative number of in-place density tests should be performed as the fill is being placed to confirm that the recommended level of compaction is achieved. 5.2.6 CUT AND FILL SLOPES All permanent cut and fill slopes (except interior slopes of detention pond) should be graded with a finished inclination no greater than 2H:1V. The interior slopes of the detention pond must be graded with a slope gradient no steeper than 3H:1V. Upon completion of construction, the slope face should be trackwalked, compacted and vegetated, or provided with other physical means to guard against erosion. Final grades at the top of the slopes must promote surface drainage away from the slope crest. Water must not be allowed to flow in an uncontrolled fashion over the slope face. If it is necessary to direct surface runoff towards the slope, it should be controlled at the top of the slope, piped in a closed conduit installed on the slope face, and taken to an appropriate point of discharge beyond the toe of the slope. All fill placed for slope construction should meet the structural fill requirements as described in Section 5.2.5. 5.2.7 WET WEATHER CONSTRUCTION CONSIDERATIONS RGI recommends that preparation for site grading and construction include procedures intended to drain ponded water, control surface water runoff, and to collect shallow subsurface seepage zones in excavations where encountered. It will not be possible to ••• ll. RILEYGROUP Geotechnicaf Engineering Repo Weston North, Renton, Washington January 29, 2016 RGI Project No. 2016-009 successfully compact the subgrade or utilize on-site soils as structural fill if accumulated water is not drained prior to grading or if drainage is not controlled during construction. Attempting to grade the site without adequate drainage control measures will reduce the amount of on-site soil effectively available for use, increase the amount of select import fill materials required, and ultimately increase the cost of the earthwork phases of the project. Free water should not be allowed to pond on the subgrade soils. RGI anticipates that the use of berms and shallow drainage ditches, with sumps and pumps in utility trenches, will be required for surface water control during wet weather and/or wet site conditions. 5.3 FOUNDATIONS Following site preparation and grading, the proposed residence foundations can be supported on conventional spread footings bearing on medium dense to dense native soil or structural fill. Loose, organic, or other unsuitable soils may be encountered in the proposed building footprint. If unsuitable soils are encountered, they should be overexcavated and backfilled with structural fill. Perimeter foundations exposed to weather should be at a minimum depth of 18 inches below final exterior grades. Interior foundations can be constructed at any convenient depth below the floor slab. Finished grade is defined as the lowest adjacent grade within 5 feet of the foundation for perimeter (or exterior) footings and finished floor level for interior footings. Table 4 Foundation Design Design Parameter Allowable Bearing Capacity -Structural Fill Dense native soils Friction Coefficient Passive pressure (equivalent fluid pressure) Minimum foundation dimensions 1. psf-= pounds per square foot 2. pcf-= pounds per cubic foot Value 2,500 psf1 4,000 psf 0.30 250 pcF Columns: 24 inches Walls: 16 inches The allowable foundation bearing pressures apply to dead loads plus design live load conditions. For short-term loads, such as wind and seismic, a 1/3 increase in this allowable capacity may be used. At perimeter locations, RGI recommends not including the upper 12 inches of soil in the computation of passive pressures because they can be affected by weather or disturbed by future grading activity. The passive pressure value assumes the foundation will be constructed neat against competent soil or backfilled with ••• . ,. RILEYGROUP Geotechnical Engineering Repo Weston North, Renton, Washington 10 January 29, 2016 RGI Project No. 2016-009 structural fill as described in Section 5.2.5. The recommended base friction and passive resistance value includes a safety factor of about 1.5. With spread footing foundations designed in accordance with the recommendations in this section, maximum total and differential post-construction settlements of 1 inch and 1/2 inch, respectively, should be expected. 5.4 RETAINING WALLS If retaining walls are needed for the residences, RGI recommends cast-in-place concrete walls be used. The magnitude of earth pressure development on retaining walls will partly depend on the quality of the wall backfill. RGI recommends placing and compacting wall backfill as structural fill. Wall drainage will be needed behind the wall face. A typical retaining wall drainage detail is shown in Figure 3. With wall backfill placed and compacted as recommended, and drainage properly installed, RGI recommends using the values in the following table for design. Table 5 Retaining Wall Design Design Parameter Allowable Bearing Capacity -Structural Fill Dense native soils Active Earth Pressure (unrestrained walls) At-rest Earth Pressure (restrained walls) Value 2,500 psf 4,000 psf 35 pcf 50 pcf For seismic design, an additional uniform load of 7 times the wall height (H) for unrestrained walls and 14H in psf for restrained walls should be applied to the wall surface. Friction at the base of foundations and passive earth pressure will provide resistance to these lateral loads. Values for these parameters are provided in Section 5.3. 5.5 SLAB-ON-GRADE CONSTRUCTION Once site preparation has been completed as described in Section 5.2, suitable support for slab-on-grade construction should be provided. RGI recommends that the concrete slab be placed on top of medium dense native soil or structural fill. Immediately below the floor slab, RGI recommends placing a four-inch thick capillary break layer of clean, free-draining sand or gravel that has less than five percent passing the U.S. No. 200 sieve. This material will reduce the potential for upward capillary movement of water through the underlying soil and subsequent wetting of the floor slab. Where moisture by vapor transmission is undesirable, an 8-to 10-millimeter thick plastic membrane should be placed on a 4-inch thick layer of clean gravel . ••• . , .. RILEYGROUP Geotechnical Engineering Rep Weston North, Renton, Washington 11 January 29, 2016 RGI Project No. 2016-009 For the anticipated floor slab loading, we estimate post-construction floor settlements of 1/4-to 1/2-inch. For thickness design of the slab subjected to point loading from storage racks, RGI recommends using a subgrade modulus (Ks) of 150 pounds per square inch per inch of deflection. 5.6 DRAINAGE 5.6.1 SURFACE Final exterior grades should promote free and positive drainage away from the residences. Water must not be allowed to pond or collect adjacent to foundations or within the immediate building area. For non-pavement locations, RGI recommends providing a minimum drainage gradient of 3 percent for a minimum distance of 10 feet from the building perimeter. In paved locations, a minimum gradient of 1 percent should be provided unless provisions are included for collection and disposal of surface water adjacent to the structure. 5.6.2 SUBSURFACE RGI recommends installing perimeter foundation drains. A typical footing drain detail is shown on Figure 4. The foundation drains and roof downspouts should be tightlined separately to an approved discharge facility. Subsurface drains must be laid with a gradient sufficient to promote positive flow to a controlled point of approved discharge. 5.6.3 INFILTRATION Infiltration is not feasible on the site due to the presence of nearly impermeable soils and shallow groundwater conditions. 5. 7 UTILITIES Utility pipes should be bedded and backfilled in accordance with American Public Works Association (APWA) specifications. For site utilities located within the right-of-ways, bedding and backfill should be completed in accordance with City of Renton specifications. At a minimum, trench backfill should be placed and compacted as structural fill, as described in Section 5.2.5. Where utilities occur below unimproved areas, the degree of compaction can be reduced to a minimum of 90 percent of the soil's maximum density as determined by the referenced ASTM D1557. As noted, soils excavated on site may not be suitable for use as backfill material. Imported structural fill meeting the gradation provided in Table 2 may be necessary for trench backfill. 5.8 PAVEMENTS Pavement subgrades should be prepared as described in Section 5.2 and as discussed below. Regardless of the relative compaction achieved, the subgrade must be firm and relatively unyielding before paving. The subgrade should be proofrolled with heavy construction equipment to verify this condition . ••• . ,. RILEYGROUP Geotechnica! Engineering Rep Weston North, Renton, Washington 12 January 29, 2016 RGI Project No. 2016-009 With the pavement subgrade prepared as described above, RGI recommends the following pavement sections for parking and drive areas paved with flexible asphalt concrete surfacing. ,. For heavy truck traffic areas: 3 inches of Hot Mix Asphalt (HMA) over 6 inches of crushed rock base (CRB) ,. For general parking areas: 2 inches of HMA over 4 inches of CRB The asphalt paving materials used should conform to the Washington State Department of Transportation (WSDOT) specifications for HMA and CRB surfacing. Long-term pavement performance will depend on surface drainage. A poorly-drained pavement section will be subject to premature failure as a result of surface water infiltrating into the subgrade soils and reducing their supporting capability. For optimum pavement performance, surface drainage gradients of no less than 2 percent are recommended. Also, some degree of longitudinal and transverse cracking of the pavement surface should be expected over time. Regular maintenance should be planned to seal cracks when they occur. 6.0 Additional Services RGI is available to provide further geotechnical consultation throughout the design phase of the project. RGI should review the final design and specifications in order to verify that earthwork and foundation recommendations have been properly interpreted and incorporated into project design and construction. RGI is also available to provide geotechnical engineering and construction monitoring services during construction. The integrity of the earthwork and construction depends on proper site preparation and procedures. In addition, engineering decisions may arise in the field in the event that variations in subsurface conditions become apparent. Construction monitoring services are not part of this scope of work. If these services are desired, please let us know and we will prepare a cost proposal. 7.0 Limitations This GER is the property of RGI, Weston Heights, LLC, and its designated agents. Within the limits of the scope and budget, this GER was prepared in accordance with generally accepted geotechnical engineering practices in the area at the time this GER was issued. This GER is intended for specific application to the Weston North project in Renton, Washington, and for the exclusive use of Weston Heights, LLC and its authorized representatives. No other warranty, expressed or implied, is made. Site safety, excavation support, and dewatering requirements are the responsibility of others. The scope of services for this project does not include either specifically or by implication any environmental or biological (for example, mold, fungi, bacteria) assessment of the ••• 11111 RILEYGROUP Geotechnica! Engineering Rep Weston North, Renton, Washington 13 January 29, 2016 RGJ Project No. 2016-009 site or identification or prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the potential for such contamination or pollution, we can provide a proposal for these services. The analyses and recommendations presented in this GER are based upon data obtained from the test exploration performed on site. Variations in soil conditions can occur, the nature and extent of which may not become evident until construction. If variations appear evident, RGI should be requested to reevaluate the recommendations in this GER prior to proceeding with construction. It is the client's responsibility to see that all parties to the project, including the designers, contractors, subcontractors, are made aware of this GER in its entirety. The use of information contained in this GER for bidding purposes should be done at the contractor's option and risk. • •• . ,,. RILEYGROUP .NEJTH PL j . ffE 3ROST !~ ! 'Lu > ."'1: \ NE 2Nd ST a :i:: \.J ii: USGS, 2014, Mercer Island, Washington USGS, 2014, Renton, Washington 7.5-Minute Quadrangle ~ ~{ -q: . :x::1 l- o,....__ 'ey C .,... \ .. ~-~...--- . \ UJ \~ :NE 6TH sr SE 128TH Approximate Scale: 1"=1000' 0 500 1000 2000 Weston North Figure 1 I I • Corporate Office 17522 Bothell Way Northeast I l. Bothell, Washington 98011 RGJ Project Number Site Vicinity Map Date Drawn: 01/2016 RILEVGROUP ::::e~s4!~s~~~;;51 2016-009 Address: 702 Nile Avenue Northeast, Renton, Washington 98059 SECTION~ 7THPL ]]' +0006 " .14RT) AVE NE l7+tiooo (O.OOT) I ~1 I j L ;)' ~ z' l ROVE~ENTS N HEIGHTS "~ tR~s--+"-----------,._ ' 25+5.3.91 (22.06RT)/ TO/ '" r NE 7TH PL ,.~!,-" I I "t-o.J .,. ~-, \ , ~ -----_-___ :::~;!;-~.---____ ..'.',_\ I i ;,* "P· ,e:i.. ~ .... "\ ----+--~ -I ~ ~ ~ATCH INTO EXISTI STA 11+66.96 (13.14 RT) ~ = HA-1 to HA-3 excavated by RGI, 1/22/16 Drawn from Roadway and Drainage Plan by SDA, Civil Engineers I I • Corporate Office 17522 Bothell Way Northeast I ._ .. Bothell, Washington 98011 • Phone: 425.415.0551 RILEYGRQUP Fax: 425.415.0311 RGI Project Number 2016-009 Approximate Scale: 1"=80' 0 40 80 Weston North Geotechnical Exploration Plan 160 ~ Figure 2 Date Drawn: 01/2016 Address: 702 Nile Avenue Northeast, Renton, Washington 98059 Filter Fabric Material I I • Corporate Office 17522 Bothell Way Northeast I l,. Bothell, Washington 98011 RILEYGROUP ::;n4e2s4!~s4~~~;51 Slope to Drain Perforated Pipe Not to Scale Weston North Excavated Slope (See Report for Appropriate lncliniations) Compacted Structural Backfill (Native or Import) Figure 3 RG! Project Number 2016-009 Retaining Wall Drainage Detail Date Drawn: 01/2016 Address: 702 Nile Avenue Northeast, Renton, Washington 98059 Building Slab I I • Corporate Office 17522 Bothell Way Northeast I l -Bothell, Washington 98011 RILEYGROUP Phone: 42S.415.0551 Fax: 425.415.0311 ... Filter Fabric 4" Perforated Pipe 3/4" Washed Rock or Pea Gravel Not to Scale Weston North RGI Project Number 2016-009 Typical Footing Drain Detail Figure 4 Date Drawn: 01/2016 Address: 702 Nile Avenue Northeast, Renton, Washington 98059 Geotechmcal Engineering Repo Weston North, Renton, Washington APPENDIX A January 29, 2016 RGI Project No. 2016-009 FIELD EXPLORATION AND LABORATORY TESTING On January 22, 2016, RGI performed field explorations using a hand auger. We explored subsurface soil conditions at the site by excavating three hand augers to a maximum depth of 3.5 feet below existing grade. The hand augers locations are shown on Figure 2. The hand augers locations were approximately determined by measurements from existing property lines and paved roads. A geologist from our office conducted the field exploration and classified the soil conditions encountered, maintained a log of each test exploration, obtained representative soil samples, and observed pertinent site features. All soil samples were visually classified in accordance with the Unified Soil Classification System (USCS). Representative soil samples obtained from the explorations were placed in closed containers and taken to our laboratory for further examination and testing. As a part of the laboratory testing program, the soil samples were classified in our in house laboratory based on visual observation, texture, plasticity, and the limited laboratory testing described below. Moisture Content Determinations Moisture content determinations were performed in accordance with ASTM D2216-10 Standard Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass (ASTM D2216) on representative samples obtained from the exploration in order to aid in identification and correlation of soil types. The moisture content of typical sample was measured and is reported on the hand augers logs. Grain Size Analysis A grain size analysis indicates the range in diameter of soil particles included in a particular sample. Grain size analyses was determined using D6913-04(2009) Standard Test Methods for Particle-Size Distribution (Gradation) of Soils Using Sieve Analysis (ASTM D6913) on two ofthe samples. • •• . ,. RILEYGRDUP Loeeed Bv: PL Date: 1/22/2016 Hand Auger Depth (ft) Soil Description Sample HA-1 Surface Grass Depth (moisture) 3" -1.6' Dark brown Gravelly SAND, trace silt, loose 8" (16%) to medium dense, moist (SP) 1.6' -2.4' Brown Silty SAND, trace gravel, medium 2' (57%) dense, wet (5M) 2.4' -3.2' Brown to gray SAND with little silt to gravelly SAND with little silt, medium dense, wet {SM) 3.3' 3.5' Brown SILT with some sand, medium stiff to stiff, moist to wet (ML) 3.5' (31%) Terminated at 3.5 feet due to obstructions Groundwater seepage encountered at 8" HA-2 Surface Grass 3" -1.2' Dark brown silty SAND with gravel, loose to medium dense, moist (SM) 1.2' -1.6' Brown to grey gravelly SAND (SP) to sandy 1.6' (17%) GRAVEL {GP), medium dense, moist Terminated at 1.6 feet due to obstructions Groundwater seepage encountered at 10" HA-3 Surface Grass 3" -8" Dark brown silty SAND with gravel, loose to 8" (40%) medium dense, wet (SM} 8" -2' 2' (37%) Brown silty SAND with gravel, medium dense wet (SM) Terminated at 2 feet due to obstructions. Groundwater seepage encountered at 18". I I • Corporate Office Weston North 17522 Bothell Way Northeast RGI Project Number I I Date Drawn: I l. Bothell, Washington 98011 2016-009 Hand Auger Logs 01/2016 RI LEYGRQUP Phone: 425.415.0551 Fax: 425.415.0311 Address: 702 Nile Avenue Northeast, Renton, Washington 98059 THE RILEY GROUP, INC. 17522 Bothell Way NE Bothell, WA 98011 PROJECT TITLE PROJECT NO. TECH/TEST DATE PL GRAIN SIZE ANALYSIS ASTM D421, D422, D1140, D2487, D6913 Weston North 2016-009 1/22/2106 SAMPLE ID/TYPE SAMPLE DEPTH DATE RECEIVED PHONE: (425) 415-0551 FAX: (425} 415-0311 HA-1 S-3 I 3.5' I 1/22/2016 I WATER CONTENT (Delivered Moisture) Wt Wet Soil & Tare (gm) Total Weight Of Sample Used For Sieve Corrected For Hygroscopic Moisture (wl) f---'-3.,;.47"."-8--1 Weight Of Sample (gm) 258.5 I Wt Dry Soil & Tare (gm) (w2)f-_26_8_.5_-i Tare Weight (gm) 8.5 I Weight of Tare (gm) Weight of Water (gm) (w3),-__ 8._5_-+-------~IW~6J_T_o_ta_l_D~ry.,;.W_e~ig.,;.ht_(~g.,;.m~) __ .__2_6_0_.o __ ~l--i SIEVE ANALYSIS Weight of Dry Soil (gm) (w4=wl-w2) >--7_9._3_-< I w5=w2-w3) f---'-26c,,;O.,;.. O'--i Cumulative Moisture Content(%} % COBBLES % CGRAVEL % F GRAVEL % CSAND %MSAND % FSAND % FINES %TOTAL DlO(mm) D30(mm) D60(mml Cu Cc % 100 90 .,~--,.-. A s N G 40 30 20 10 0 1000 '~ DESCRIPTION Prepared For: Weston Heights, LLC (w4/w5)*100 31 Wt Ret (Wt-Tare) (%Retained} %PASS +Tare {(wt ret/w6)*100) (100-%retl 12.0" cobbles 3.0"1-----+----+----+------lcoarse gravel 8.5 0.00 0.00 100.00 8.5 0.00 o.oo 100.00 0.0 0.0 1.3 2.5" coarse gravel 2.7 2.0" coarse gravel 6.7 1.5" 8.5 coarse grave! 0.00 0.00 100.00 6.5 1.0" coarse gravel 82.8 0. 75" 8.5 fine gravel 0.00 0.00 100.00 100.0 0.5011 fine gravel 0.375" 8.5 fine gravel #4 11.8 coarse sand #10 18.8 medium sand #20 medium sand #40 36.1 fine sand #60 fine sand § 0.00 0.00 100.00 3.30 1.27 98.73 10.30 3.96 96.04 27.60 10.62 89.38 #100 47.4 fine sand 38.90 14.96 85.04 #200 53.1 fines 44.60 17.15 82.85 PAN 268.5 silt/clay 260.00 100.00 0.00 ,,. 3" 2· 1"75 375 114 #20 #40 #60 #100 #200 ++ . ! _J__--l..._ 1----1! 100 rLT with some sand __ M_L_~I .----L I __ ,_ I-~-~,~ -, ,-1-1 . -;-----t-I ---+-r,1--;-----l I I :111--,-1--'._ !JL_l_ __ ~ --··--· I -1--~-1--- -1-~!I _ _u_, -~1-J_!_ __ ! 10 -I• j i+-f---1--'-- --~1)1 II 1-----;--• Grain size in millimeters Reviewed By: KMW ••• I lW RILEYGROUP JL_J_.:._ I! I ~L. _J _-----ll 0.1 0.01 ---+--- ,-,-I ] ___ (_ ,---t ,_____J._---j-- 0.001 THE RILEY GROUP, INC. 17522 Bothell Way NE Bothell, WA 98011 GRAIN SIZE ANALYSIS ASTM D421, D422, D1140, D2487, D6913 PHONE: (425) 415-0551 FAX: (425) 415-0311 PROJECT TITLE PROJECT NO. TECH/TEST DATE Weston North SAMPLE ID/TYPE f--H_A_-2_~ __ S-_2_--II Pl WATER CONTENT (Delivered Moisture) Wt Wet Soil & Tare (gm) Wt Dry Soil & Tare (gm) Weight ofTare (gm) Weight of Water (gm) Weight of Dry Soil (gm) 2016-009 SAMPLE DEPTH ,. I 1/22/2106 DATE RECEIVED 1/22/2016 I Total Weight Of Sample Used For Sieve Corrected For Hygroscopic Moisture (wl) ,__3_22_._o _ _, Weight Of Sample (gm) 238.0 I (w2) 1-....;;;2,;;,38"'.,;;,o_-t Tare Weight (gm) 8.4 I (w3) 1---'-8._4_--f----------'-(W"-"6)'-T-'o-"ta'-I-D~ry'-W'-"'e-"ig,_h-'-t "'(g,_m~) __ ~_2_2-'-9-'.6 __ -'-1---I (w4=wl-w2) 1--8_4_.o_--l (w5=w2-w3) ..__2_29_._6 _ _, SIEVE ANALYSIS Cumulative Moisture Content(%) (w4/w5)'100 37 Wt Ret {Wt-Tare} {%Retained} % PASS +Tare {(wt ret/w6)*100} {100-%retl 8.4 0.00 0.00 100.00 8.4 0.00 0.00 100.00 % COBBLES 0.0 % CGRAVEL 0.0 12.0" cobbles 3.0"1-----t--~-+--~-+------'---tcoarse gravel % F GRAVEL 15.4 2.5" coarse gravel % CSAND 11.7 2.0" coarse gravel % M SAND 13.9 1.5" 100.00 coarse gravel 8.4 0.00 0.00 % F SAND 21.6 1.0" coarse gravel % FINES 37.4 0.75" 100.00 fine gravel 8.4 0.00 0.00 %TOTAL 100.0 .50" fine gravel DlO(mml § D30(mm) D60(mm) Cu Cc .375" 95.99 fine gravel #4 84.58 coarse sand #10 72.87 medium sand #20 medium sand #40 58.97 fine sand #60 fine sand 17.6 9.20 4.01 43.8 35.40 15.42 70.7 62.30 27.13 102.6 94.20 41.03 #100 45.64 fine sand 133.2 124.80 54.36 #200 37.41 fines 152.1 143.70 62.59 PAN 0.00 silt/clay 238.0 229.60 100.00 12" 3' 2" 1" 75" 375" #4 #10 #20 #40 #60 #100 #200 % 100 90 80 p 70 A 60 s 50 40 ~---~- I s 30 I 20 N 10 G o 1000 100 DESCRIPTION Silty SAND with some gravel uses '----'-s-'-M _ __. Prepared For: Weston Heights1 LLC -----JI -~l- j ~---~--1 =--------I --- -+----- •I 10 Grain size in millimeters Reviewed By: KMW II• .,. RILEYGROUP 0.1 ;: : : i -- 0.01 0.001 7o'J..__ NI LC SUBDIVISION Guarantee/Certificate Number: Issued By: @CHICAGO TITLE INSURANCE COMPANY 0060285-06 CHICAGO TITLE INSURANCE COMPANY a corporation, herein called the Company GUARANTEES Weston Heights, LLXC, a Washington Limited Liability Company herein called the Assured, against actual loss not exceeding the liability amount stated in Schedule A which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. LIABILITY EXCLUSIONS AND LIMITATIONS 1. No guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule A or with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount set forth in Schedule A. Please note carefully the liability exclusions and limitations and the specific assurances afforded by this guarantee. If you wish additional liability, or assurances other than as contained herein, please contact the Company for further information as to the availability and cost. Chicago Title Company of Washington 701 5th Avenue, Suite 2300 Seattle, WA 98104 Countersigned By: Authorized Officer or Agent Subd1v1s1an Guarantee/Certificate Page 1 Chicago Title Insurance Company By: Attest: President Secretary Pnnted 02.19.16@09.13AM WA-CT-FNSE-02150.6224 76-SPS-1-16-0060285-06 CHICAGO TITLE INSURANCE COMPANY GUARANTEE/CERTIFICATE NO. 0060285-06 Llabillty $1.000.00 ISSUING OFFICE: Title Officer: Commercial / Unit 6 Chicago Title Company of Washington 701 5th Avenue, Suite 2300 Seattle, WA 98104 Main Phone: (206)628-5610 Email: CTISeaT1tleUn1t6@ctt.com SCHEDULE A Premium $350.00 Effective Date: February 8, 2016 at 08:00 AM The assurances referred to on the face page are: Tax $33.60 That, according to those public records which, under the recording laws, impart constructive notice of matter relative to the following described property: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF Title to said real property is vested in: Awesome YAH Church, a Washington non-profit corporation subject to the matters shown below under Exceptions, which Exceptions are not necessarily shown in the order of their priority. END OF SCHEDULE A Subd1v1s1on Guarantee/Certificate Page2 Pnnted 02.19.16@ 09:13 AM WA-CT-FN SE-021 SD.522476-SPS-1-16-0060285-06 EXHIBIT"A" Legal Description That portion of the Northwest quarter of the Southwest quarter of Section 11, Township 23 North, Range 5 East, Willamette Meridian, in King County, Washington, described as follows: Beginning at a point 15 feet North of the Southwest corner of the North half of said Northwest quarter of the Southwest quarter of said Section 11 ; Thence East to a point 645 feet West of the East line of said subdivision; Thence North 157.5 feet to the South line of that tract described under recording no. 5481257; Thence West 675 feet, more or less, along said South line, to the West line of said subdivision; Thence South along said West line to the Point of Beginning; Except the West 30 feet thereof, reserved for 148th Avenue Southeast (Nile Avenue Northeast). Subdiv1s1on Guarantee/Certificate Page 3 Pnnted 02.19.16@0913 AM WA-CT-FNSE-02150 622476-SPS-1-16-0060265-06 CHICAGO TITLE INSURANCE COMPANY GUARANTEE/CERTIFICATE NO. 0060285-06 SCHEDULE B GENERAL EXCEPTIONS H. Reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof. Subd1v1s1on Guarantee/Certificate Page4 Pnnted 02.19.16@0913 AM WA-CT-FNSE-02150 622476-SPS-1-15-0060285-06 CHICAGO TITLE INSURANCE COMPANY SCHEDULE B (continued) SPECIAL EXCEPTIONS 1. Reservations and exceptions contained in the deed Grantor: Recording No .. Northern Pacific Railroad Company 66514 GUARANTEE/CERTIFICATE NO. 0060285-06 Reserving and excepting from said Lands so much or such portions thereof as are or may be mineral lands or contain coal or iron. and also the use and the right and title to the use of such surface ground as may be necessary for ground operations and the right of access to such reserved and excepted mineral lands, including lands containing coal or iron, for the purpose of exploring, developing and working the land. The Company makes no representations about the present ownership of these reserved and excepted interests. 2. Notice of Claim to Severed Mineral Interest Given by: Burlington Resources Oil & Gas Company LP, a Delaware corporation (formerly known as Meridian Oil Production Inc.) Recording Date: January 25, 2003 Recording No.: 20030125002078 3. Notice of Claim to Severed Mineral Interest Given by: Mineral Company) Recording Date: Recording No.: Glacier Park Company, a Delaware corporation (formerly known as Meridian Land and January 25, 2003 20030125002079 4. Covenants, conditions and restrictions but omitting any covenants or restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, handicap, national origin, ancestry, source of income, gender, gender identity, gender expression, medical condition or genetic information. as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law, as set forth in the document entitled "Sensitive Areas Notice on Title" Recording Date: Recording No.: November 24, 1998 9811241408 5. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Purpose: Recording Date: Recording No.: Affects: Weston Heights, LLC, a Washington limited liability company Ingress, egress, access and utilities December 1 0, 2015 20151210000570 An Easterly portion of said premises as described and delineated in document 6. Potential lien of real estate excise tax which may have been due and payable upon the conveyance of said premises from Pastor David Clayton Shenk (grantor) to Awesome YAH Church (grantee) pursuant to quit claim deed recorded under recording number 20110328001532. We note that said deed indicated that the conveyance was made "in consideration of past indebtedness". Subd1v1s1on Guarantee/Certificate Page 5 Pnnted 02.19 16@ 09 13 AM WA-CT-FNSE-02150 622476-SPS-1-16-0060285-06 CHICAGO TITLE INSURANCE COMPANY SCHEDULE B (continued) GUARANTEE/CERTIFICATE NO. 0060285-06 7. The Land is presently classified as exempt and may be subject to the collection of back taxes for a possible three to ten year period, depending upon the actual use classification of the property during its exempt status. Inquiry should be made to the King County Assessor's Office or the Company for additional information. Tax Account No.: Levy Code: 112305-9002-04 2133 8. Special taxes and charges, payable February 15, delinquent if first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year: 2016 Tax Account No.. 112305-9002-04 Levy Code: 2133 Assessed Value-Land: Not disclosed Assessed Value-Improvements: Not disclosed Special Taxes: Billed: Paid: Unpaid: $20.02 $0.00 $20.02 9. Please be advised that our search did not disclose any open mortgages or deeds of trust of record. If you should have knowledge of any outstanding obligation, please contact the Title Department immediately for further review. 1 O. Any unrecorded leaseholds, right of vendors and holders of security interests on personal property installed upon the Land and rights of tenants to remove trade fixtures at the expiration of the terms. 11. Right, title and interest of Weston Heights, LLC, a Washington limited liability company as disclosed by the application for title insurance. Said interest, if any, is subject to the following matter(s) shown at paragraph 12 herein. 12. Terms and conditions of the limited liability company agreement for Weston Heights, LLC. Note: Your application for title insurance was placed by reference to only a street address or tax identification number. Based on our records, we believe that the legal description in this report covers the parcel(s) of Land that you requested. If the legal description is incorrect, the parties must notify the Company in order to prevent errors and to be certain that the correct parcel(s) of Land will appear on any documents to be recorded. Note FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per Amended RCW 65.04.045. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document: Ptn NW 1/4 SW 1/4 of Section 11-23-5 Tax Account No .. 112305-9002-04 Subdiv1s1on Guarantee/Certificate Page 6 Pnnted 02.19.16@09:13AM WA-CT-FNSE-02150.622476-SPS-1-16-0060285-06 CHICAGO TITLE INSURANCE COMPANY SCHEDULE B (continued) GUARANTEE/CERTIFICATE NO. 0060285-06 Note: Any map furnished with this Guarantee/Certificate is for convenience in locating the land indicated herein with reference to streets and other land. No liability is assumed by reason of reliance thereon. END OF SCHEDULE B Subd1v1s1on Guarantee/Certificate Page 7 Printed 02.19.16@09·13 AM WA-CT-FNSE-02150.6224 76-SPS-1-16-0060285-06 Assessor-Map w z w > "' z w t------+-----z • cc-----..J i----,.------1,..... _____ : " 0 Nf /TH PL NE 7th Pl This map/plat 1s being furnished as an aid m locating the herein described land in relation to adjoining streets, natural boundaries and other land, and 1s not a survey of the land depicted. Except to the extent a policy of title insurance 1s expressly mod1f1ed by endorsement, 1f any, the company does not insure d1mens1ons, distances, location of easements, acreage or other matters shown thereon. N A http://geo.sentrydynamics.net/WA_King/assrmap.aspx?parcelid=1123059002 Page 1 of 1 2/11/2016 --- Ar"lER ncoRDING ~1ML TO '\lame Awl:'~omr YAII Church E2484177 Ci1\' Stare Zip Renton WA 98059 93/215/2811 t:S 16 Filed for Record at Requcscof Je, COUNTY, UA $if.: PAGE-001 CF 01ll QUT CLAl:11 DEED THF. GRA."'lTOR(S) Pastor D:uid Claylon Shenk for and m con!->1derat1on of past 1ndcblednc~s. Ja11ng from l'.:!.'27!20lY.l, folill:iing date of Awesome YAH Churth convc~sand quitclaims to Av.esomeYAHChurch ~ Jl,4# ~ the follo"'mg described rcai l!statc. rnuated m th!! County of Kmg State of Washin~on, together ,,.,1th all . r'1q,'r p~rh"oH .,.;: Me. "'"'L o~.J.J..I!. s1i11..!..o-f after acquired title of the granrnr(~) therein· Sec;ho.., Ii; T,:,~" :11~.'p 2."3 ~J,...--,.J.,, Rcvije 5 ~+ W,M,) descr--, bed ~s l,·e-v-, ,..,, C~h1blt~,.., Sceatlachcdf:.xhibit "A" forkgal Description 70:' 'id.-·htnue "orth Ed~l. anJ a/1 otllC"' As,ch 1nciud:ng Personal Asses~ur·s fax Parcel '.'Jurnbcr I i~305-9002-04 D,i,d 3 _-2 fl -Z.OI/ f,.,_.f-o.-})....,,d Cfyt.,., S4,.. f.;- s1gna1an: o: Grantor ___ _ _______ _ 5ii;ri11.curecfbrantor STA TF: OF \5'_~4../...MJ 7 /O,._> __ j.,., crn;i\TYOF ~<--------~ I lcertifyU\at!knoworhave~at1sfac1oryev11kncetfo:1.1 ?-..sfur-_b..,v1'J. C/~~,.., SJ.e.nk; /1S-are) the pcrson(s) '.I.ho appeared before me. and said person(s) ad.nowkdged that fhe1shetthe::,-) sigm:-d 1h,, inslrnnient and acknow!t:dged 1! iu be (h1s..'n,;:f"1hc1r) free and rniuntar) ~c: for the u~e~ anJ purp0ses mermoned in this in~lrumen! ~~, --·----- ,:)tJnPt.:bl1c1nandfor,esta1eof_ ~~d-1--J V!~appumtmentexp1res c)Z.~/-// ___ _ Exhibit "A" That portion of tne r..JW ; of 1:he SW ~ of Section 11, Township 23 North, Range S East W.M., described as follows Beginning a: a point 15 feet North of the SW corner of the N i of the NW -; of the SW ; of Section 11; Thence East to the point 645 feet We.st of the East line of said subdivision, thence North 157.5 feet to that tract described under Recording No. 5481257; thence West 675 feet, more or less, along said line to the West line of said ss;bdivision; thence South to the point of begmning. EXCEPT the West 30 feet thereof reserved for Nile Avenue North East or 148th Avenue South East, whichever name the road goes by EXCEPT all coal and minera,s and the right to explore for and mine the same, as reserved by deed recorded under King County rer;;:ording No 66514 Situated in the County of King, State cf Washington. f I J ! I i ' r l i l I ! REAL ESTATE CONTRACT i.:Dl' 'Unimptoved Property THIS CONTRACT,' made this 1st day of September, 1962 betwei:n GEORGE UNZE UiAN P.ereinafter called the "seller" and EUGENE R. TEIFKE and DARLENE TEIFKE, his Wif0qereinafter called the "purchasu," WITNESSETH: Th~ seller agrees to sell Lo the purchaser, and the purchaser agrees to puro::hase of tht! "l I ! i I seller ~he following described real estate with the appurtenances, situate in King County, l Washington: That portion o.f the northwest quarter of the southwest i:i.uarter • of Section 11, Townab.ip 23 north 1 Range 5 east W.M., de.scribP.d as follows: I Beginning at the northwest corner of the southwe~t quarter of ! satd Section 11; thence south along the west line of said subdivision I 330 feet to the true point of beginning; thence east 1320 feet IJlOre or ! less to the east line o:t said subdivision; thence south along said east line 315 feet; thence west 645 feet; thence north 157.5 feet;thence west 675 feet more or less to the west line of said subdivision; thencenorth I along sa.id west line 157. 5 ft to the true point of beginning, EXCEPT the FJ!!~!c~!~r:!~f~~!?t~t0 ~e~av&ini0 ihi0 timl~ss all cna.1 "and minerals and the j gaseu.ents, restrictions and reservations of record \ On the following terms and conditions: The purchase price is TEN THOUSAND, TWO HONORED and No/lOOths -------------------------($10,200.00 ) dollars, of which TWELVE HUNDRED and No/lOOths------------------($1200.00 } dollars has been P-'id, the ~ipt whereof is hereby acknowledged, aml the purchaser agrees to pay the balance of said purchase price as follows: In monthly installments of not less than $100,00 each beginning with. the 1st day of October, 1962 and continuing monthly tbere,after until the whole balance of the purchase price, both princi- pal and interest, shall have been fully paid. The unpaid balance of the purchase price shall at all times bear interest at 6% per annum a.Dd from. ea.ch payment shall first be deducted interest8 to date and. the balance shall be applied on principal, Tbe purchaser may make payments larger than specified· at any time or pay the entire contract in full and interest shall immediately cease. on all p~y~nts So made. ~,~ -. .. PA..1nu~. . ,A.s:1 '11.1~ ' ' """"' ,; The purchaser may enter into p6ssetsion on September 1, 1962. The property has been carefu!Jy inspected by the purcha.ser, and no agreements or representations per- taining thereto, or to this transaction, have been made, save such as are stated herein. Tl:ie purchaser agrees: to pay before delinquer,cy all taxes and assessments assumed by him, if any, and any which may, as betwee11 grantor and grantee, hereafter become a lien on the premises; not to permit waste; and not to t·se the premises for any illegal purpose. If the p!ttChaser shall fail to pay before delinquency any such taxes or assessments, the seller may pay them, and the amounts so paid shall be deemed -part of the purchase price and be payable forthwith with interest at the rate of ten per cent per annum until paid, without preJudice to any other right of the seller by reason of such failure. The purchaser assumes all risk of the taking of any part of the property for a public use, and agrees that ·-any such taking shall not constitute a faihi.re of consideration, but all moneys reccivc.d·by the seller by reason ;-~ ~~eoi shall be applied as a payment on :iccount of the purchase price, less any sums which the seller may be -~ Tt:quired to expend in procuring such moneys. ' The ~eller agrees, upon fuU complia.rtce by the purchaser with his agreements herein, to CJICCCUte and ! 1. I l f I i l . l. . .. -.... ---·--·-·1 . SEP 18 1962 I Filed by PSTJ [· . , .. __ J ·--------__.,..,..-' . ' . . ~ . ' 1 ',K -,, ·;. 20030125002078.001 Burlmgton Resources Oil & Gas Co LP Attn: Holly A. Lynch P.O. Box 51810 Midland, Texas 79710-1810 -HI Ill IIIUHII 20030125002078 MAIL MI 30.00 PAGE eel OF 012 111/25/2883 10 !4 KING COUNTY. UR NOTICE OF CLAIM TO SEVERED MINERAL INTEREST STATEOFWASHINGTON § § COUNTY OF KING § In accordance with the applicable provtsmn of law mcludmg Chapter 78 22 040 Revised Code of Washmgton, the followmg Nottce of Claim of Severed Mmeral Interest 1s given Claimant Burlmgton Resources 011 & Gas Company LP, a Delaware Corporatlon (formerly knov111 as Mend1an 01! Production Inc) authonzed to conduct busmess m the State of Washmgton 2 Claimant's pnnc1pal place ofbusmess 1s located at 80 I Cherry Street, Fort Worth, Texas 76102 3 Description of Land Affected by This Notice Attached hereto as Exh1b1t "A" and mcorporated herem by reference 1s a list and descnphon of the severed mmeral mterests m the above cap!Joned county owned and clanned by Claimant 4 Claunant is the owner of the severed mmeral interests m the lands described m Exhibit "A" that were ongmally held by the Northern Pacific Ratlway Company 5 Nature and Extent of Claim With respect to the severed mmeral mterests covered hereby, Claimant asserts and claims all nghts and pnvileges appurtenant to such mterests mcludmg, but not hmtted to, free and unencumbered mgress and egress at all !!mes for the purpose of explorahon, mmmg and dnlhng on said lands and conduchng all such other act1vtt1es and operatlons as may be appropnate m searchmg for and removmg 01\, gas and other mmerals of any kmd or nature, includmg, but not (muted to hydrocarbons of any nature, rare earths, ferrous and non-feB"ous metals and ores 6 Non-Waiver This notice of claim 1s expressly made without waiver or preJud1ce to Claimant's nght, expressly reserved and retamed herein and hereby, to challenge the vahd1ty of any statute, ordmance or enactment requmng such nottce as a cond1t10n to continued ownership of severed mineral fee mterests, on the basts that any such statute, ordinance or enachnent 1s vmlattve of property nghts and procedural nghts afforded and guaranteed under the Const1tuhon of the Umted States of Amcnca and the State of Washington, and 1s therefore vmd 20030125002078.002 <:?1Si,. EXECUTED thts _____,_J_!__ day of October, 2002 BURLINGTON RESOURCES OIL & GAS COMPANY LP By BROG GP Inc, its sole General Partner By_......,_~"---P-'-'' ~~~,,t{..~~ S KEITH FRANK, Attomey-m-Fact z:f{?< STATE OF TEXAS § § COUNTY OF MIDLAND § BEFORE ME, the undersigned authonty, on this day personally appeared S KEITH FRANK, known to me to be the person whose name 1s subscnbed to the foregomg mstrument as Attomey-m-Fact of BROG GP Inc, a Delaware corporation and the sole General Partner of BURLINGTON RESOURCES OIL & GAS COMPANY LP, a Delaware hm1tcd partnerslup, and acknowledged to me that he executed the same for the purposes and cons1derahon therem expressed, m the capacity stated, and as the act and deed of said hm1ted partnership GIVEN UNDER MY HAND AND SEAL OF OFFICE th1s3f:_ day of October, 2002 3300 N "A", Bldg 6, Midland, TX 79710 STATE OF WASHINGTON COUNTY OF KING EXHIBIT"A" MINERAL OWNERSHIP: OIL, GAS AND OTHER HYDROCARBONS. LEGAL DESCRIPTIONS Township 019 North. Range 007 East Sectlon 5 NW/4SW/4 (40 0 acs) S/2SW/4 (80 0 acs) Sectlon 9 N/2NW/4 (80 0 acs) Township 020 North. Range 007 East Sect10n 5 S/2NE/4 (80 0 acs) SE/4NW/4 (40 0 acs) SW/4SE/4 (40 0 acs) Section 7 Section 9 Sect10n 15 Sectlon 17 Lot I, Lots 2, 3, Less JO 00 ac BN R/W (98 97 acs) NE/4 (160 0 acs) E/2NW/4 (80 0 acs) E/2SW/4 (80 0 acs) SW/4NW/4 ofLot 2 (43 62 acs) NW/4SW/4 of Lot 3 (42 64 acs) SE/4 Less 54 01 ac BN R/W (1 0 acs) All (640 0 acs) All (640 0 acs) E/2 (320 0 acs) E/2W/2 (160 0 acs) NW/4NW/4 (40 0 acs) W/2SW/4 (80 0 acs) Secllon 19 E/2 (320 0 acs) E/2SW/4 (80 0 acs) NW/4NW/4 of Lot I (41 03 acs) Sectlon 29 W/2NW/4 (80 0 acs) Sectlon 31 SE/4NE/4 (40 0 acs) SE/4SW/4 (40 0 acs) Sect10n 33 S/2NE/4 (80 0 acs) E/2W/2 (160 0 acs) SE/4 (160 0 acs) Townslnp 020 North, Range 008 East Section 5 All (641 25 acs) Sectlon 7 All (591 92 acs) Township 020 North, Range 009 East Sectlon 11 N/2 (320 0 acs) 20030125002078.003 Townshm 020 North, Range 010 East Sectmn 6 NW/4SW/4 of Lot 6 (34 54 acs) SectJOn 34 E/2NW /4 (80 0 acs) NE/4SW/4 (40 0 acs) ImY!l.filill! 021 North, Range 004 East Section 27 NE/4 (J 60 0 acs) E/2SE/4 (80 0 acs) Sectwn 31 NE/4NE/4 (40 0 acs) NW/4NE/4ofLot l (3205 acs) SE/4NE/4 of Lot 2 (33 5 acs) Sect:Jon 35 NW/4NW/4 (40 0 acs) Township 021 North. Range 005 East Secl!On 29 NW/4SW/4 (40 0 acs) Township 021 North, Range 008 East Section 22 SW/4SE/4 (40 0 acs) S/2NW/4SE/4 (20 0 acs) NW/4NW/4SE/4 (10 0 acs) Township 021 North Range 009 East Sect:Jon 30 SE/4SW/4 (40 0 acs) SW/4SE/4 (40 0 acs) Section 32 SW/4NE/4 (40 O acs) S/2NW/4 (80 0 acs) N/2SW/4 (80 0 acs) SE/4SW/4 (40 0 acs) SE/4 (160 0 acs) Townshm 021 North Range 010 East Section 3 All (548.96 acs) Section 9 All ( 640 0 acs) Secl!on 11 All (640 0 acs) Secl!on 15 All (640 0 acs) Section 17 All (640 0 acs) Scct10n 19 All ( 640 0 acs) SectJ.on 26 W/2SW/4 (80 0 acs) Section 27 All (640 0 acs) Secl!on 28 S/2SW/4 (80 0 acs) Section 29 All (640 0 acs) Section 31 AJI (631 08 acs) SectJ.on 32 N/2SE/4 (80 0 acs) N/2SW/4 (80 0 acs) SE/4SE/4 of Lot I (33 58 acs) SW/4SE/4 of Lot 2 (34 11 acs) SE/4SW/4 of Lot 3 (34 66 acs) Section 33 All (610 43 acs) Sect10n 34 N/2N/2 ( 160 0 acs) N/2SW/4 (80 0 acs) SE/4SW/4 of Lot 3 (31 39 acs) 20030125002078.004 Township 021 North, Range O 10 East Section 35 All (595 48 acs) Township 022 North, Range 004 East SectIOn 36 Lot 4 and Part of Lot 7 (1 64 acs) Township 022 North Range O IO East Section 3 l E/2NW/4 (80 0 acs) NE/4SW/4 (40 0 acs) SE/4 (160 0 acs) NW/4NW/4 of Lot l (38 49 acs) SW/4NW/4 of Lot 2 (38 47 acs) NW/4SW/4 of Lot 3 (38 45 acs) SW/4SW/4 of Lot 4 (38 43 acs) Section 33 NE/4 (160 0 acs) S/2 (320 0 acs) Township 022 North, Range 011 East Section 5 R/W across SE/4SW/4, W/2SE/4 (5 85 acs) Section 17 R/W across W/2NW/4, S/2Nl2 {15 89 acs) Township 023 North Range 004 East Section 13. Nl2NW/4 (80 0 acs) Townslup 023 North. Range 005 East Section 1 SW/4SW/4SW/4SW/4 (2 5 acs) Section 3 SE/4NE/4 (40 0 acs) SE/4SE/4 (40 0 acs) NE/4SE/4 (40 0 acs) NE/4NE/4 {35 92 acs) W/2SW/4 (80 0 acs) NW/4NW/4 (35 77 acs) Section 7 SW/4SW/4 (32 6 acs) Section 9 NE!4 (160 0 acs) N/2SE/4 (80 0 acs) Sect10n 11 All (640 0 acs) Section 18 Portion of SW/4 descnbed by metes and bounds m deed to Milestone (4 80 acs), Those portions of Tracts 8 and 9, supplemental map of Renton Shorelands, and the SE/4SW/4 descnbed by metes and bounds m deed to Milestone Section 19 Portion of Government Lot 1 descnbed m deed to Milestone (1 53 acs) Section 25 S/2SE/4 (80 0 acs) Part ofSW/4NE/4, S/2NW/4, N/2SW/4, NW/4SE/4 (53 46 acs) Section 27 Tract m NW/4NE/4 (1 0 acs) Section 29 SE/4SW/4 (40 O acs) Part of SE/4NW/4 ( 5 acs) Sect10n 35 SE/4NE/4 (40 0 acs) Townshm 023 North, Range 006 East Section 1 All (626 02 acs) 20030125002078.005 Township 023 North, Range 006 East SectJ.on 3 SE/4NE/4 (40 0 acs) E/2SE/4 (80 0 acs) NE/4NE/4 of Lot 1 (31 76 acs) NW/4NW/4 ofLot4 (30 89 acs) 20030125002078.006 Part of E/2SE/4 being a stnp of land 75' wide described m deed to Milestone (4 23 acs) Section 5 Part of Lots 3, 4, West of Sunset Highway (22 0 acs) 100' ROW across Lots 3, 4, SW/4NW/4 (24 06 acs) Section 11 All (640 0 acs) SectJ.on 17 SW/4NW/4NW/4SW/4 (2 5 acs) S/2NE/4 (80 0 acs) E/2NW/4 (80 0 acs) NW/4NW/4 (40 0 acs) N/2SE/4 (80 0 acs) SE/4SE/4 (40 0 acs) S/2SW/4 (80 0 acs) Township 023 North Range 007 East SectJ.on I Parts of Lots!, 2, S/2NE/4 (160 0 acs) SectJ.on 5 All (629 06 acs) SectJ.on 7 All (642 40 acs) Section 9 All ( 640 0 acs) SectJ.on 11 All (640 0 acs) Sect10n 13 All ( 640 0 acs) SectJ.on 15 All (640 0 acs) Section I 7 All ( 640 0 acs) Secllon 19 All (648 58 acs) Secllon 21 · All (640 0 acs) Section 23 All (640 0 acs) Sect10n 25 All Less 4 04 ac BN R/W (635 96 acs) Secllon 27 N/2N/2 (160 0 acs) Section 29 All (640 0 acs) Sectmn 31 Hwy R/W across Lots 2, 3, NE/4SW/4, W/2NW/4, NW/4NE/4 (25 17 acs) Secllon 35 NE/4 (160 0 acs) NE/4SE/4 (40 0 acs) Township 023 North, Range 008 East Section 3 NE/4NE/4 of Lot I (47 80 acs) SE/4NE/4 of Lot 5 (42.9 acs) Township 023 North, Range 009 East Sectton I W/2SW/4 (80 0 acs) Lot l (19 65 acs) Lot 2 (37 40 acs) Lot 5 (37.40 acs) Lot 6 (38 65 acs) Lot 7 (41 40 acs) Lot 8 (40 0 acs) Lot 9 (40 0 acs) Lot 10 (21 0 acs) Lot 11 (21 0 acs) Townslnp 023 North, Range 009 East Sect10n 1 Lot 12 ( 40 0 acs) Lot 13 (40 0 acs) Lot 14 (40 O acs) Lot 15 (37 5 acs) Lot 16 (40 1 acs) Lot 17 (40 0 acs) Lot 18 (40 0 acs) Lot 19 (40 0 acs) Lot 20 (21 0 acs) Section 3 All (593 90 acs) Section 5 S/2S/2 (160 0 acs) Sect10n 7 W/2NE/4 (80 0 acs) NE/4NW/4 (40 0 acs) NW/4NW/4 ofLot 1 (35 11 acs) SW/4NW/4 of Lot 2 (34 15 acs) SE/4NW/4 of Lot 5 (39 07 acs) SW/4NE/4 of Lot 6 (39 44 acs) SE/4NE/4 of Lot 7 (39 81 acs) Section 9 N/2NW/4 (80 0 acs) NW/4NE/4 of Lot I (31 4 acs) SW/4NW/4 of Lot 2 (38 4 acs) SE/4NW/4 of Lot 3 (38 6 acs) SW/4NE/4 of Lot 4 (32 4 acs) Secllon 11 SE/4NE/4 (40 0 acs) SE/4SW/4 (40 0 acs) SE/4 (160 0 acs) NE/4NE/4 of Lot 1 (39 05 acs) NW/4NE/4 of Lot 2 (44 2 acs) SW/4SE/4 of Lot 3 (44 4 acs) NE/4SW/4ofLot4 (39 75 acs) NW/4SW/4 of Lot 5 (44 0 acs) SW/4SW/4 of Lot 6 (43 45 acs) Sectton 15 SE/4NE/4 (40 0 acs) S/2SW/4 (80 0 acs) SE/4 (160 O acs) NE/4NE/4 of Lot 1(440 acs) NW/4NE/4 of Lot 2 (46 25 acs) SW/4NE/4 of Lot 3 (41 5 acs) NE/4SW/4 of Lot 4 (42 0 acs) NW/4SW/4 of Lot 5 (40 8 acs) Sect10n 21 E/ZNE/ 4 (80 0 acs) NW/4NE/4 of Lot 1 (37 55 acs) SW/4NE/4 of Lot 2 (38 4 acs) Township 024 North Range 004 East Section 6 City of Seattle, Blocks 5 and 12, David S Maynard's Donatlon Claun No 43, North 30' Less street of Lots 5, 6, Block 12, North 15' Lot 5, Block 5 ( 09 acs) 20030125002078.007 Township 024 North, Range 004 East Section 8 Seattle, part of vacated s•h Avenue South Between Blocks 243 and 250, Seattle Tidelands Addition, Seattle, Block 245, Seattle Tidelands, Lot 5, Lots 6 through 9, City of Seattle, Block 248, Seattle Tidelands Subd1V1s10n, Stnp ofland 32' wide extendmg North and South through Block 248, also part Of Lots 16 to 19, Block 248 lying Easterly of a lme parallel and concentnc with Perpendicularly distant 17 O' Easterly of the Easterly hne of81h Avenue South, as Established by Ordmance No 23591, City of Seattle, Block 249, Seattle Tidelands, West 27 50' of East 50' of Lots 12 through 14, City of Seattle, Block 250, Seattle Tidelands subdivmon, West 225' of Lots 1 through 11, except West 114' of Lots 9, 10 and 11 and West 114' of32 25' of Lot 8, Seattle, Block 252, Seattle Tidelands, parts of Lots 3, 4, 17-20, parcel called parts of Lots 1, 2, 3, 20, 21, 22, Block 252, also parts of Lots 7, 8, 9, 10 11, Block 252, parcel called part of Lots 1, 2, 3. 4, 5, 6, in Block 252, parcel called porttons of Lots 12 through 16 fuclusivc as established by ordmance No 23591, all descnbed more fully in deed To Milestone, City of Seattle, Block 253, Seattle Tidelands, Lot 11 and all those Parts of Lots 7 to 10 lying Southeasterly ofa line distant 15' as measured radially 20030125002078.008 From Railway Track Centerline described by metes and bounds m deed to Milestone, Also parts of Lots 6 to 9 in Block 253, described as separate parcel in deed, City of Seattle of Block 254, Seattle Tidelands, Part of Lots 7-9 ( 230 acs), City of Seattle of Block 255, Seattle Tidelands, East 22 5' of Lots 1-5, West22 5' of Lots 6-10, City of Seattle, Block 256, Seattle Tidelands, Easterly 25' of Lots 1-4, Westerly 25' of Lots 19 And 20, City of Seattle, Block 278, Seattle Tidelands, East 270' of Lots 17 through 19, City of Seattle, Block 297, Seattle Tidelands Subdivision part of North 50' of vacated Hanford Street adJOmmg East 183' of Lot 24, and East 183' of the South 20' of Lot 15, The East 183' of Lots 16 through 24 mclusive, Block 297, City of Seattle, Block 300, Seattle Tidelands, part of Lots 1 through 5, City of Seattle, mock 243,250, Seattle Tidelands Bemg the West 60' of Lot 6 except the South 10' thereof, the West 52' of The North 22' of Lot 5 which he Southerly of a lme parallel to and 15' Southerly of the Descnbed centerlme being Block 243, accordmg to plat thereof, those portions of Lot 17 And 18 ofBlock250 wluch he Easterly of 8th Avenue South as established by Ordmance No 23591, and Southerly of a hne parallel to and 15' Southerly of centerline described In Deed to Milestone, Part of vacated 8th Avenue South lymg between Lots 12 to 15 Inclusive in Block 248, and Lots 6 to 9 mclusive, Block 245, according to plat thereof ( 49 acs) Township 024 North Range 005 East Sect10n 11 NE/4SE/4 Less 143 ac sold (38 57 acs) Section 21 S/2NW/4SW/4 (20 0 acs) Section 23 E/2NE/4 (80 0 acs) NE/4SE/4 (40 0 acs) Township 024 North, Range 006 East Sect10n 3 SW/4NW/4 (40 0 acs) NW/4SW/4 (40 0 acs) Section 5 SE/4NE/4 (40 0 acs) SE/4 (160 0 acs) Sccllon 13 SW/4NW/4 (40 0 acs) NW/4SW/4 (40 0 acs) S/2SW/4 (80 0 acs) SW/4SE/4 (40 0 acs) Township 024 North. Range 006 East Section 15 SE/4SW/4 (40 0 acs) Section 19 W/2SE/4NE/4 (20 0 acs) N/2SE/4 (80 0 acs) NW/4NE/4 (40 0 acs) NW/4NE/4SW/4 (10 0 acs) W/2NE/4NE/4SW/4 (5 0 acs) SW/4SW/4 (40 0 acs) West 330' of North 990' offractional NW/4NW/4, South 200' of the West 99' of Government Lot 1 (7 5 acs) Sectton 21 SE/4NE/4 (40 0 acs) NE/4SE/4 (40 0 acs) SE/4 Less 1 12 acs BN RR ROW (38 88 acs) Section 23 S/2NW/4 (80 0 acs) Sectton 25 SE/4NE/4 (40 0 acs) SE/4NW/4SE/4 (10 0 acs) Part SW/4SW/4, SE/4SW/4, SE/4SE/4, NE/4SE/4, Less BN R/W, Less State Road (143 01 acs), abandoned R/W across S/2S/2, NW/4SW/4, NE/4SE/4 (13 5 acs) Sect10n 27 S/2SE/4 (80 0 acs) NE/4SE/4, Less 4 09 ac R/W (35 91 acs) Sec\Jon 29 W/2 (320 0 acs) Section 35 NW/4 (160 0 acs) N/2SW/4 (80 0 acs) Township 024 North, Range 007 East Section 3 100' wide stnp runmng across Lot 4 and portions of the S/ZNW/4, NE/4SW/4, and S/2SE/4 descnbed more fully m deed to Milestone (14 63 acs) Section 17 E/2E/2 (160 0 acs) N/2SW/4 (80 0 acs) SW/4SW/4 (40.0 acs) Sect10n 21 NE/4NE/4 (40 0 acs) NW/4NW/4 (40 0 acs) SW/4SW/4 (40 0 acs) Section 27 NW/4NE/4NW/4 (10 0 acs) Section 31 FRL W/2 Less North 150' thereof (309 95 acs) JOO' ROW across N/2NE/4, NE/4NW/4 and Lot 1 Sect10n 35 All (626 28 acs) Township 024 North, Range 008 East Sect10n 25 SE/4SE/4 (40 0 acs) Section 29 City of Snoqualmie Falls, Block 24, Northeasterly 60' of Lots 17 through 20 And Southeasterly 15' ofNortheasterly 60' of Lot 16 ( 18 acs) Section 31 NW/4SE/4 (40 0 acs) Township 024 North Range 009 East Section 25 NE/4 (158 90 acs) 20030125002078.009 Township 024 North, Range O IO East Section 15 N/2NE/4 (80 0 acs) SW/4NE/4 (40 0 acs) W/2 (320 0 acs) NW/4SE/4 (40 0 acs) Section 23 SE/4SE/4 of Lot I (42 76 acs) SW/4SE/4 of Lot 2 (43 45 acs) SE/4SW/4 of Lot 3 (44 13 acs) SW/4SW/4 of Lot 4 (44 82 acs) Sect10n 25 NW/4NE/4 of Lot 2 (38 69 acs) NE/4NW/4 of Lot 3 (38 85 acs) NW/4NW/4 of Lot 4 (39 12 acs) SW/4NW/4 of Lot 5 (39 0 acs) SE/4NW/4 of Lot 6 (38 73 acs) SW/4NE/4 of Lot 7 (38 77 acs) S E/4SE/4 of Lot 8 (38 5 acs) Section 27 SW/4NE/4 (40 0 acs) S/2NW/4 (80 0 acs) SW/4 (160 0 acs) W/2SE/4 (80 0 acs) NW/4SE/4 of Lot 2 (33 46 acs) NE/4SW/4 of Lot 3 (33 12 acs) NW/4SW/4 of Lot 4 (32 85 acs) SW/4SW/4 ofLot 5 (32 88 acs) SE/4SW/4 of Lot 6 (33 15 acs) SW/4SE/4 of Lot 7 (33 46 acs) Township 025 North, Range 003 East Section 2 City of Ballard, Block B, Bryggers 2nd Home Addit10n, vacated streets ad;ommg SubdJV1s10n, Block 11, Bryggers 200 Home Add1t1on, part of Lots I and 2, Block 6, Bryggcrs 200 Home Adch!Ion, part of said block ( 28 acs), Block 7, Bryggers 200 Home Addi!Ion, Part of Lots 5.7, Parts of Lots 2 and 3, A triangular parcel m that portion of West 57th Street, vacated by ordmance No 82757, all parcels descnbed rn deed to Mtlestone 20030125002078.010 Sec!Ion 11 That part of Sectlon 11 begmnmg at the comer of common Sect10ns 11, 12, 13 and 14, Thence North on the lme between Sect10ns I land 12, 62 7' to the South margmal ]me Of Shilshole Avenue, thence North 66 deg 18 nun West along said margmal !me 352' To the pomt ofbegmmng, thence following said margmal lme North 66 deg 18 mm West, 150', thence North 23 deg 42 mm East, 15' and parallel to the Southerly margmal Lme of Shilshore Avenue, 150', thence North 23 deg 42 nun East, 15' SectJon 14 City of Seattle, Block I, G1lman's Add1!Ion, Easterly 60' of Lots 20 and 21, Those portions of Lots 4, 19, 20, 21 and port10n of vacated alley, descnbed by Metes and bounds m deed to Mllestone Township 025 North Range 009 East SectJon 13 NE/4 (160 0 acs) S/2 (320 0 acs) Township 026 North, Range 005 East SectJon 3 Strip of land m SW/4NE/4 (3 62 acs) .. Township 026 North, Range 006 East Section 25 NE/4NW/4 (40 0 acs) Township 026 North, Range 009 East Section 1 W/2SE/4 (80.0 acs) SE/4SE/4 of Lot 14 (38 87 acs) Sect10n 3 Lot 3 (42 19 acs) Lot 4 (41 06 acs) Lot 5 (37 39 acs) Lot 6 (37 39 acs) SW/4NE/4 of Lot 10 (39 17 acs) SE14NW/4 of Lot 11 (37 69 acs) SW/4NW/4 of Lot 12 (37 69 acs) NW/4SW/4 of Lot 13 (37 94 acs) NE/4SW/4 of Lot 14 (37 81 acs) SE/4SW/4 of Lot 15 (38 12 acs) SW/4SW/4 of Lot 16 (38 25 acs) Section 5 SW/4 (160 0 acs) Lot I (39 1 acs) Lot 2 (38 93 acs) Lot 3 (38 77 acs) Lot 4 (38 6 acs) NW/4NW/4 of Lot 5 (40 0 acs) NE/4NW/4 ofLot 6 (40 0 acs) NW/4NE/4 of Lot 7 (40 0 acs) NE/4NE/4 of Lot 8 (40 0 acs) SE/4NE/4 of Lot 9 (40 0 acs) SW/4NE/4 of Lot 10 (40 0 acs) SE/4NW/4 of Lot 11 (40 0 acs) SW/4NW/4 ofLot 12 (40 0 acs) Sect10n 7 E/2W/2 (160 0 acs) NE/4NE/4 of Lot 1 (39.91 acs) NW/4NE/4 of Lot 2 (39 91 acs) NW/4NW/4 of Lot 3 (45 22 acs) SW/4NW/4 ofLot4 (44 79 acs) SW/4NE/4 of Lot 5 (39 72 acs) SE/4NE/4 of Lot 6 (39 72 acs) NW/4SW/4 of Lot 7 (44 35 acs) SW/4SW/4 of Lot 8 (43 92 acs) Section 11 SW/4 (159 02 acs) Section 15 NE/4 (160 0 acs) NE/4SW/4 (40 0 acs) N/2SE/4 (80 0 acs) SE/4SE/4 (40 0 acs) Townsh10 026 North, Range O 10 East Section 1 N/2 (323 68 acs) Sect10n 11 W/2SW/4 (80 0 acs) NE/4SW/4 of Lot 9 (39 1 acs) SE/4SW/4 of Lot 14 (34 45 acs) 20030125002078.011 .. Township 026 North, Range O 11 East Secllon 22 SE/4 (160 0 acs) Secllon 26 Part of Lot 5 (26 90 acs) Secllon 3~ City ofSkyom1sh, Block 3, Towns1te Lots II and 12 Township 026 North, Range 012 East Scct10n 31 S/2NE/4NE/4 (20 0 acs) Township 026 North, Range 013 East Secllon 28 SW/4SE/4 (40 0 acs) Section 29 S/2NW/4SE/4 (20 0 acs) That part of S/2SE/4, SE/4SW/4, S/2NE/4SW/4 lymg Northerly ofR/W, Jncludmg 28 ac R/W m SW/4SE/4 (106 65 acs) Willamette 1851 Plat City of Seattle, Block 135, Seattle Tide Lands, part of Lot 4 and parts of vacated alley m Lot 4 City of Seattle, Seattle Tide Lands, Block 139, parts ofLots 8-10 City of Seattle, Block 140, Seattle Tide Lands, parts of Lots 1-3, 14-16, and Lot 6 and parts of Vacated alley therem City of Seattle, Block 103, DaVJd T Denny's l" Addition, Lots 11-14, Less East IT, Less North 11 36' of Lot 14 and Less West 5' City of Seattle, Block l 01, DaV!d T Denny's Add1t10n, Lots 11 and 12 City of Seattle, Block I, BN Norpac Industrial Dist #I Lot 7 and 8 (2 14 acs) City of Seattle, Block 4, Lots 1-5 and East 110' of Lot 6 (7 41 acs) City of Seattle, Block 18, Lawton Park Subdms10n, All Lot 4, part of Lots 8-13 which are lymg Southwesterly of Gilman A venue City of Seattle, Ladd's I" Addition, parts of Lots 8-10 ( 35 acs) City of North Seattle, Block IOI D TDenny's 5"' Addition, Lots 7-10 Less the West 4' thereof City of Seattle, Lawton Park Add1t10n, Block 7, those portions of Harley Avenue and Lots 1-4 And 15 all of which is more fully described m a deed to Milestone City of Earlington Plat City ofEailmgton, Earlmgton Industrial Park#!, Lot 5 (10 01 acs) 20030125002078.012 20030125002079.001 Burlington Resources Oil & Gas Co LP Attn: Holly A. Lynch P.O. Box 51810 Midland, Texas 79710-1810 ------ 1111111 11111 20030125002079 IIAIL Ml 28,80 PAGE 011 CF 010 11/25/29113 19 54 KING COUNTY, WA NOTICE OF CLAIM TO SEVERED MINERAL INTEREST STATE OF WASHINGTON COUNTY OF KING § § § In accordance with the applicable prov,smn of law mcludmg Chapter 78 22 040 Revised Code of Washmgton, the followmg Notice of Claim of Severed Mmeral Interest 1s given Claimant Glacier Park Company, a Delaware Corporation (formerly known as Mendtan Land and Mmeial Company) authorized to conductbusmess m the State of North Dakota 2 Claimant's prmc1pal place ofbusmess ts located at 801 Cheny Street, Fort Worth, Texas 76102 3 Description of Land Affected bv This Notice Attached hereto as Exh1b1t "A" and mcorporated herem by reference 1s a hst and descnpt10n of the severed mmeral mterests m the above capt10ned county owned and claimed by Claimant 4 Cla1mant ts the owner of the severed mmeral mterests m the lands described m Exh1b1t "A" that were ongmally held by the Northern Pacific Railway Company 5 Nature and Extent of Claim With respect to the severed mmeral mterests covered hereby, Claimant asserts and claims all nghts and pnVJleges appurtenant to such mterests mcludmg, but not hmtted to, free and unencumbered mgress and egress at all tJmes for the purpose of exploration, mmmg aud dnllmg on said lands and conductmg all such other actmties and operations as may be appropriate m searchmg for and remov,ng 011, gas and other rmnerals of any kmd or nature, mcludmg, but not hrmted to hydrocarbons of any nature, rare earths, ferrous and non-ferrous metals and ores 6 Non-Waiver Tots notice of claim 1s expressly made without waiver or preJudice to Claimant's nght, expressly reserved and retamed herem and hereby, to challenge the validity of any statute, 01dmance or enactment reqmnng such notice as a condition to contmued ownersh1p of severed mmeral fee mtcrests, on the basis that any such statute, ordmance or enactment ts VIOlanve of property nghts aud procedural nghts afforded aud guaranteed under the Constitutwn of the Umted States of Amenca and the State ofWashmgton, and ts therefore void 20030125002079.002 EXECUTED thts ~ day of October, 2002 GLACIBRPARKCOMPANY By~,L S KEITH FRANK, Attorney-m-Fac~ STATE OF TEXAS § § COUNTY OF MIDLAND § BEFORE ME, the undersigned authonty, on this day personally appeared S KEITH FRANK, Attorney-m-Fact of Glacier Park Company, known to me to be the person whose name 1s subscnbed to the foregomg instrument and acknowledged to me that he executed the same for the purposes and consideration therem expressed and m the capacity stated therem as the act and deed of said corporation GIVEN UNDER MY HAND AND SEAL OF OFFICE this .3_E day of October, 2002 3300 N "A", Bldg 6, Midland, TX 79710 STATEOFWASIDNGTON COUNTY OF KING EXHIBIT"A" MINERAL OWNERSIDP: ALL MINERALS EXCEPT OIL, GAS AND OTHER HYDROCARBONS. LEGAL DESCRIPTIONS Township 019 North, Range 007 East Sechon 5 NW/4SW/4 (40 0 acs) S/2SW/4 (80 0 acs) Sechon 9 N/2NW/4 (80 0 acs) Township 020 North. Range 007 East Sechon 5 S/2NE/4 (80 0 acs) SE/4NW/4 (40 0 acs) SW/4SE/4 (40 0 acs) Sechon 7 Sechon 9 Sechon 15 Sechon 17 Lot 1, Lots 2, 3, Less 10 00 ac BN R/W (9& 97 acs) NE/4 (160 0 acs) E/2NW/4 (80 0 acs) E/2SW/4 (80 0 acs) SW/4NW/4 of Lot 2 (43 62 acs) NW/4SW/4 of Lot 3 (42 64 acs) SE/4 Less 54 01 ac BN R/W (1 0 acs) All (640 0 acs) All (640 0 acs) E/2 (320 O acs) E/2W/2 (160 0 acs) NW/4NW/4 (40 0 acs) W/2SW/4 (80 0 acs) Section 19 E/2 (320 0 acs) E/2SW/4 (80 0 acs) NW/4NW/4 of Lot 1 (41 03 acs) Section 29 W/2NW/4 (80 0 acs) Sect10n 31 SE/4NE/4 (40 0 acs) SE/4SW/4 (40 0 acs) Sechon 33 S/2NE/4 (80 0 acs) E/2W/2 (160 0 acs) SE/4 (160 0 acs) Township 020 North Range 008 East Sechon 5 All (641 25 acs) Section 7 All (591 92 acs) Township 020 North Range 009 East Sect10n 11 N/2 (320 O acs) 20030125002079.003 Tow~sh1p 020 North. Range 010 East Secl!on 6 NW/4SW/4 of Lot 6 (34 54 acs) Secl!on 34 E/2NW/4 (80 0 acs) NE/4SW/4 (40 0 acs) Township 021 North, Range 004 East Secl!on 31 NE/4NE/4 (40 0 acs) NW/4NE/4 of Lot 1(3205 acs) SE/4NE/4 of Lot 2 (33 5 acs) Township 021 North, Range 005 East Sect10n 29 NW/4SW/4 (40 0 acs) Township 021 North. Range 008 East Secllon 22 SW/4SE/4 (40 0 acs) S/2NW/4SE/4 (20 0 acs) NW/4NW/4SE/4 (10 0 acs) Townshm 021 North, Range 009 East Secllon 30 SE/4SW/4 (40 0 acs) SW/4SE/4 (40 0 acs) Secl!on 32 SW/4NE/4 (40 0 acs) S/2NW/4 (80 0 acs) N/2SW/4 (80 0 acs) SE/4SW/4 (40 0 acs) SE/4 (160 0 acs) Townshtp 021 North, Range O 10 East Secllon 3 Secllon 9 Secllon 11 Secl!on 15 Secllon 17 Secllon 19 Secllon 26 Secl!on 27 Secllon 28 Secllon 29 Secllon 31 Section 32 Secllon 33 Secllon 34 Secllon 35 All (548 96 acs) All (640 0 acs) All (640 0 acs) All (640 0 acs) All (640 0 acs) All (640 O acs) W/2SW/4 (80 0 acs) All (640 0 acs) S/2SW/4 (80 0 acs) All (640 0 acs) All (631.08 acs) N/2SE/4 (80 0 acs) N/2SW/4 (80 0 acs) SE/4SE/4 of Lot I (33 58 acs) SW/4SE/4ofLot2(34 ll acs) SE/4SW/4 of Lot 3 (34 66 acs) All (610 43 acs) N/2N/2 (160 0 acs) N/2SW/4 (80 0 acs) SE/4SW/4 of Lot 3 (31 39 acs) All (595 48 acs) 20030125002079.004 To~ship 022 North. RangeOIO East Section 31 E/2NW/4 (80 0 acs) NE/4SW/4 (40 0 acs) SE/4 (160 0 acs) NW/4NW/4 of Lot I (38 49 acs) SW/4NW/4 of Lot 2 (38 47 acs) NW/4SW/4 of Lot 3 (38 45 acs) SW/4SW/4 ofLot4 (38 43 acs) Section 33 NE/4 (160 0 acs) S/2 (320 0 acs) Township 022 North. Range 011 East Section 5 R/W across SE/4SW/4, W/2SE/4 (5 85 acs) Section 17 R/W across W/2NW/4, S/2N/2 (15 89 acs) Townslnp 023 North, Range 004 East SectJ.on 13 N/2NW/4 (80 0 acs) Township 023 North, Range 005 East SectJ.on I Section 3 Section 7 Section 9 SectJ.on 11 Sect10n 25 SectJ.on 27 Section29 Secllon 35 SW/4SW/4SW/4SW/4 (2 5 acs) SE/4NE/4 (40 0 acs) SE/4SE/4 (40 0 acs) NE/4SE/4 (40 0 acs) NE/4NE/4 (35 92 acs) W/2SW/4 (80 0 acs) NW/4NW/4 (35.77 acs) SW/4SW/4 (32 6 acs) NE/4 (160 0 acs) N/2SE/4 (80 0 acs) All (640 0 acs) S/2SE/4 (80 0 acs) Part of SW/4NE/4. S/2NW/4, N/2SW/4, NW/4SE/4 (53 46 acs) Tract m NW/4NE/4 (I O acs) SE/4SW/4 (40 0 acs) Part of SE/4NW/4 ( 5 acs) SE/4NE/4 (40 0 acs) Township 023 North, Range 006 East Sechon I All (626 02 acs) Section 3 SE/4NE/4 (40 0 acs) E/2SE/4 (80 0 acs) NE/4NE/4 of Lot I (31 76 acs) NW/4NW/4 ofLot4 (30 89 acs) 20030125002079.005 Part ofE/2SE/4 bemg a stnp of land 75' wide descnbed m deed to Milestone (4 23 acs) Secllon 5 Part of Lots 3, 4, West of Sunset Highway (22 0 acs) JOO' ROW across Lots 3, 4, SW/4NW/4 (24 06 acs) Secllon 11 All (640 0 acs) SectJ.on 17 SW/4NW/4NW/4SW/4 (2 5 acs) S/2NE/4 (80 0 acs) E/2NW/4 (80 0 acs) NW/4NW/4 (40 0 acs) Townshm 023 North, Range 006 East Secl:!on I 7 N/2SE/4 (80 0 acs) SE/4SE/4 (40 0 acs) S/2SW/4 (80 0 acs) Townshm 023 North, Range 007 East Secbon 1 Parts of Lots l, 2, S/2NE/4 (160 0 acs} Sectton 5 All (629 06 acs) Secbon 7 All (642 40 acs} Seclion 9 All (640 0 acs) Secbon 11 All (640 0 acs) Seclion 13 All (640 0 acs) Sectton 15 All (640.0 acs) Section 17 All (640 0 acs) Sectlon 19 All (648 58 acs) Sectton 2 I All ( 640 0 acs) Secl:!on 23 All ( 640 0 acs) Section 25 All Less 4 04 ac BN R/W (635 96 acs) Sectlon 27 N/2N/2 (160 0 acs) Sectton 29 All (640 0 acs) Sect10n 3 I Hwy R/W across Lots 2, 3, NE/4SW/4, W/2NW/4, NW/4NE/4 (25 I 7 acs) Sectlon 35 NE/4 (160 0 acs} NE/4SE/4 (40.0 acs) Township 023 North, Range 008 East Sect10n 3 NE/4NE/4 of Lot I (47 80 acs) SE/4NE/4 of Lot 5 (42 9 acs) Townshm 023 North. Range 009 East Secl:!on I W/2SW/4 (80 0 acs} Lot I (19 65 acs) Lot 2 (37 40 acs) Lot 5 (37 40 acs) Lot 6 (38 65 acs) Lot 7 (41 40 acs) Lot 8 (40 0 acs) Lot 9 (40 0 acs) Lot IO (21 0 acs) Lot 11 (21 0 acs) Lot 12 (40 0 acs} Lot 13 (40 0 acs) Lot 14 (40 0 acs) Lot 15 (37 5 acs) Lot 16(40 I acs) Lot I 7 (40 0 acs) Lot 18 (40 0 acs) Lot 19 (40 0 acs) Lot 20 (21 0 acs) Sectton 3 All (593 90 acs) Sectton 5 S/2S/2 ( 160 0 acs) 20030125002079.006 Tow~ship 023 North, Range 009 East Section 7 W/2NE/4 (80 0 acs) NE14NW/4 ( 40 0 acs) NW/4NW/4 of Lot 1 (35 11 acs) SW/4NW/4 ofLot2 (34 15 acs) SE/4NW/4 of Lot 5 (39 07 acs) SW/4NE/4 of Lot 6 (39 44 acs) SE/4NE/4 of Lot 7 (39 81 acs) Section 9 N/2NW/4 (80 0 acs) NW/4NE/4 of Lot 1 (314 acs) SW/4NW/4 of Lot 2 (38 4 acs) SE/4NW/4 of Lot 3 (38 6 acs) SW/4NE/4 of Lot 4 (32 4 acs) Sect10n II SE/4NE/4 (40 0 acs) SE/4SW/4 (40 0 acs) SE/4 (160 0 acs) NE/4NE/4 of Lot 1 (39 05 acs) NW/4NE/4 of Lot 2 (44 2 acs) SW/4SE/4 of Lot 3 (44 4 acs) NE/4SW/4 of Lot 4 (39 75 acs) NW/4SW/4 ofLot 5 (44 0 acs) SW/4SW/4 of Lot 6 (43 45 acs) Section 15 SE/4NE/4 (40 0 acs) S/2SW/4 (80 0 acs) SE/4 (160 0 acs) NE/4NE/4 of Lot 1 (44 0 acs) NW/4NE/4 of Lot 2 (46 25 acs) SW/4NE/4 of Lot 3 (41 5 acs) NE/4SW/4 of Lot 4 (42 0 acs) NW/4SW/4 of Lot 5 (40 8 acs) Section 21 E/2NE/4 (80 0 acs) NW/4NE/4 of Lot 1 (37 55 acs) SW14NE/4 of Lot 2 (38 4 acs) Townshm 024 North Range 005 East Section 11 NE/4SE/4 Less I 43 ac sold (38 57 acs) Section 21 S/2NW/4SW/4 (20 0 acs) Section 23 E/2NE/4 (80 0 acs) NE/4SE/4 (40 0 acs) Townshm 024 North, Range 006 East Sect10n 3 SW/4NW/4 (40 0 acs) NW/4SW/4 (40 0 acs) Section 5 SE/4NE/4 (40 O acs) SF.J4 (160 0 acs) Section 13 SW/4NW/4 (40 0 acs) NW/4SW/4 (40 0 acs) S/2SW/4 (80 0 acs) SW/4SE/4 (40 O acs) Sect10n 15 SE/4SW/4 (40 0 acs) Section 19 Wl2SE/4NEl4 (20 0 acs) 20030125002079.007 Township 024 North, Range 006 East Section 19 N/2SE/4 (80 0 acs) NW/4NE/4 (40 0 acs) NW/4NE/4SW/4 (10 0 acs) W/2NE/4NE/4SW/4 (5 0 acs) SW/4SW/4 (40 0 acs) West 330' of North 990' of fractional NW/4NW/4, South 200' of the West 99' of Government Lot 1 (7 5 acs) Section 21 SE/4NE/4 (40 0 acs) NE/4SE/4 (40 0 acs) SE/4 Less 1 12 acs BN RR ROW (38 88 acs) Section 23 S/2NW/4 (80 0 acs) Section 25 SE/4NE/4 {40 0 acs) SE/4NW/4SE/4 (10 0 acs) Part SW/4SW/4, SE/4SW/4, SE/4SE/4, NE/4SE/4, Less BN R!W, Less State Road (143 01 acs), abandoned R/W across S/2S/2, NW/4SW/4, NE/4SE/4 (13 5 acs) Section 27 S/2SE/4 (80 0 acs) NE/4SE/4, Less 4 09 ac R/W (35 91 acs) Section 29 W/2 (320 0 acs) Section 35 NW/4 {160 0 acs) N/2SW/4 (80 0 acs) Township 024 North, Range 007 East Section 17 E/2E/2 (160 0 acs) N/2SW/4 (80 0 acs) SW/4SW/4 (40 0 acs) Section 21 NE/4NE/4 (40 0 acs) NW/4NW/4 (40 0 acs) SW/4SW/4 (40 0 acs) Section 27 NW/4NE/4NW/4 (10 0 acs) Section 31 FRL W/2 Less N01th 150' thereof(309 95 acs) 100' ROW across N/2NEl4, NE/4NW/4 and Lot 1 Section 35 All (626 28 acs) Township 024 North, Range 008 East Section 25· SE/4SE/4 (40 0 acs) Sect10n 31 NW/4SE/4 (40 0 acs) Townslup 024 North, Range 009 East Sect10n 25 NE/4 (158 90 acs) Township 024 North, Range O 10 East Sect10n 15 N/2NE/4 (80 0 acs) SW/4NE/4 (40 0 acs) W/2 (320 0 acs) NW14SE/4 (40 0 acs) Section 23 SE/4SE/4 of Lot 1 (42 76 acs) SW/4SE/4 of Lot 2 (43 45 acs) SE/4SW/4 of Lot 3 (44 13 acs) SW/4SW/4 of Lot 4 (44 82 acs) 20030125002079 .008 Township 024 North, Range 010 East Section 25 NW/4NE/4 of Lot 2 (38 69 acs) NE/4NW/4 ofLot 3 (38 85 acs) NW/4NW/4 ofLot4 (39 12 acs) SW/4NW/4 ofLot 5 (39 0 acs) SE/4NW/4 of Lot 6 (38 73 acs) SW/4NE/4 of Lot 7 (38 77 acs) SE/4SFJ4 of Lot 8 (38 5 acs) Section 27 SW/4NE/4 {40 0 acs) S/2NW/4 (80 0 acs) SW/4 (160 0 acs) Wl2SE/4 (80 0 acs) NW/4SE/4 of Lot 2 (33 46 acs) NE/4SW/4 of Lot 3 (33 12 acs) NW/4SW/4 ofLot4 (32 85 acs) SW/4SW/4 of Lot 5 (32 88 acs) SE/4SW/4 of Lot 6 (33 15 acs) SW/4SE/4 of Lot 7 (33 46 acs) Township 025 North Range 009 East Section 13 NE/4 (160 0 acs) S/2 (320 0 acs) Township 026 North, Range 006 East Section 25 NE/4NW/4 (40 0 acs) Township 026 North, Range 009 East Section I W/2SE/4 (80 O acs) SE/4SE/4 of Lot 14 {38 87 acs) Scct10n 3· Lot 3 (42 19 acs) Lot 4 (41 06 acs) Lot 5 (37 39 acs) Lot 6 (37 39 acs) SW/4NE/4 of Lot 10 (39 17 acs) SE/4NW/4 of Lot I I (37 69 acs) SW/4NW/4 of Lot 12 (37 69 acs) NW/4SW/4 of Lot 13 (37 94 acs) NE/4SW/4 of Lot 14 (37 81 acs) SE/4SW/4 ofLot 15 (38 12 acs) SW/4SW/4 of Lot 16 (38 25 acs) Section 5 SW/4 (160 0 acs) Lot 1 (39 1 acs) Lot 2 (38 93 acs) Lot 3 (38 77 acs) Lot 4 (38 6 acs) NW/4NW/4 ofLot5 (40 0 acs) NE/4NW/4 of Lot 6 (40 0 acs) NW/4NE/4 of Lot 7 (40 0 acs) NE/4NE/4 of Lot 8 (40 0 acs) SE/4NE/4 of Lot 9 (40 0 acs) SW/4NE/4 of Lot 10 (40 0 acs) 20030125002079.009 Township 026 North Range 009 East Section 5 SE/4NW/4 of Lot 11 (40 0 acs) SW/4NW/4 of Lot 12 (40 0 acs) Section 7 E/2W/2 (160 0 acs) NE/4NE/4 of Lot I (39 91 acs) NW/4NE/4 of Lot 2 (39 91 acs) NW/4NW/4 of Lot 3 (45 22 acs) SW/4NW/4 ofLot4 (44 79 acs) S W/4NE/4 of Lot 5 (39 72 acs) SE/4NE/4 of Lot 6 (39 72 acs) NW/4SW/4 of Lot 7 (44 35 acs) SW/4SW/4 of Lot 8 (43 92 acs) Section 11 SW/4 (159 02 acs) Sect10n 15 NE/4 (160 0 acs) NE/4SW/4 (40 0 acs) N/2SE/4 (80 0 acs) SE/4SE/4 (40 0 acs) 20030125002079.010 ~ !! 3 £ ~ • ~ ! • • De>..v,'d 0henk 12--2.0(;. I £1'8tl. Ave S. E. K1! .... +011 1 /J /t ?BOS-'f Uoc11111cnl Ti!k(s) (or lrrnsacligus col\l:\i11cd h~rcin): ~1fi:) Co\J(\ f-~ ~J_Q·hc:<, 0>11,f[~ llcfrrruc:c Numhcr(s) or D0rnmc11h assigned or relea.std. ---· _____ _ Additional referr.ncc numUcrs on page ___ of documcnt(s) G1:\11lor(s) (la.st name, first name, iuili=ils): ~k~ J)a.,v,'JJ C , t\dth\1011al nnmes on page__ __ of documenl(s) Grantcc(s)(l:nt 1i:1.me,firsl name, imt\als):~_ecO ___ _ Add1lmnal names on page_ of documcnl(s): ----------------------- Legal dc$cription (abl.Jrniated): Ni.J/!:;<) Lo1· Block. l'lal/Seclion:__l_J_ Townsl1ip·_1.L Range:fil_ Addtlmnal legal is on page ____ of docmncnl(s) Loi:__ £l.lac\( __ PlaUSecl10n:__ Township: __ Range· __ Add1tio11al legal 1s 011 page __ of ducumenl{s) LoL_~ B\ock·__ PlaVScct1on:__ Township· __ Range: __ _ Addillona! lcv l 1s oo page ___ of documcnl(s) Lot Olock.__ !'lat/Section.__ Township: __ Rimgr:: __ Addllrorial lcr,al is on page __ ofdocumcnl(s) A.'iscss:01 's l'roperly Tal l':ucd/ALLOlllll Number(.!!), I I :i:;05-'loo 3. DO NOT WIUTE IN MARGINS · The Auditar/l{ecorder wlll rely ori the information provided on 1h15 form. The U:J.ffwlll 1101 r-ud the flltiirhecl doc11me11t lo verlCy.lht: eccurRtj" or completeness or !he indexing informalion provided herein. f9~/Loega!Co,,.Sht l/16/9,-10.IH AH/<lJ r I I •" • ® K111g Coun!y Dept. of Development and En-vifOM\t'nU.I Service! Land tl!e Strvitts-Di-.-i1ion 900 01kesd1le AY~nue ,io,.111iwe."1!' Renton, WA '>80U·l2l9 • For Permit Number: -~B~9~S!~fl~t~V-'_'f~------------- for rarcel Nsmber: ~__j"QQ_ 2---------, more fully described as (str:::et address) This property contains sensilive areas and/or sensitive atea buffers, as defined by Ute King County Sensitive Areas Ordinance: KCC 2 IA.24. Tbe provisions of the Sensitive Areas Ordinance apply to this property. Limitation may exist on actioas in or affecling the sensitive areas or their buffers present on this property For further information re~arding such limitation. pk:ase contact (he Land Use Services Division of Kmg County or ils successor agency. This notia: shall run with the land and shall not be removed cxcepl upon :;pecific wrilten authorization reco1ded here~n by King County. I, (prinr) J).,..,,;J '3/,">zk . bereby certtfy that I am the owner of the above-refertnced property. 9~~ (Owntr's SignatJ.,/re) SUBSCRIBED AND SWORN TO before me ~day of~. 1::8) ct:rt.w:i L~oo Notary Public in and for the Slate of Washington. residing at r •• • l<ml,C(>llnly ~ of Dcnlopmcll! 1;d En•irt11u1w:nul St:r,1tn J.,.mJllstSu•itaDlrlJlon 900 Od.udal, A.-erarc Southw~I Renwn,. W11hi1111onlll051.1211l • i,gcA1, DISCRIP?lOII ------P1a:t Nuet Vol/719er t,agah LOT 112300 Nil< a JIIIIJ AT Pr 15 1'! • ot 111 ClOII OP • 1,a· o, Ill 1/4 o, D " 11, :ra 11 ""' n ou rr w or 1 1.,11 or flllBI) !rll • u1. rr !Ill 11 iro 11 LK or 5UllD -m a "1'0 uu,_ uses co iu, :r.ua C/M JIIGT8 I, (Jn·iirl) J)4 •rl t.L 5,~/,"""'"'"'"k'-----• hereby certify that I am U,e owner or the above-refere11ced property. 9~_ (Owner's s;gnature) - SUBSCRJBED AND SWORN TO before me this QIL day of~. 19 ~ f%1SOSS/D<.lmpc.lAg 0?.'19/<JTJmh cE('ul'6 (~ Notary Public in and for the State or Washington, residing at (owner's signature) • \ll ..D 0 • • - 20151210000570.001 WHEN RECORDED MAIL TO: 11111~11~11111111 Weston Heights, LLC Attn: Jeffrey E. Hamilton 20151210000570 15 Lake Bellevue Drive, Suite 102 Bellevue. WA 98005 C~ICAGO TITLE EAS ae.ee PAGE-0111 OF 008 12/10/201S 11 :31 GRANTOR: GRANTEE: LEGAL DESCRIPTION: TAX PARCEL ACCOUNT NO: KING COUNTY, MA Coversheet Recording lnfonnation: AWESOME YAH CHURCH, a Church, a Washington non-profit religious corporation WESTON HEIGHTS, LLC, a Washington limited liability company Ptn. NW Y. SW Y. Sec. 11, Twp. 23N, R. 5E The complete legal description is on Pages 1-2 112305-9002-04 NON-EXCLUSIVE ACCESS AND UTILITY EASEMENT AGREEMENT This Access and Utility Easement Agreement ("Agreemen() is entered into this 171" day of November, 2015, by and between AWESOME YAH CHURCH, a Church, a Washington non- prom religious corporation ("Awesome YAH Church") and WESTON HEIGHTS, LLC, a Washington limited liability company ("Weston Heights"). Awesome YAH Church and Weston Heights are sometimes hereinafter referred to herein individually as an "Owner" and collectively as the "Owners." 1. Awesome YAH Church Property. Awesome YAH Church is the owner of the real property legally described as follows (" Awesome YAH Church Property'): Thal portion of the NW 114 of the SW 1/4 of Section 11, Township 23 North, Range 5 East W.M., described as follows: Beginning at a point 15 feet North of the SW corner of the N 112 of the NW 1/4 of the SW 1/4 of Section 11; thence East to the point 645 feet West of the East line of said subdivision, thence North 157.5 feet to that tract described under Recording No. 5481257; thence West 675 feet. more or less, along said line to the West line of said subdiv1s1on, thence South to the po~?ng C\. ff Page1of6 T~ ~ Access and Utility Easement (Weston Heights) 111715-1 doc EXCISE TAX NOT F:EQUiREO .. p;;1-;,,, 20151210000570.002 EXCEPT the West 30 feet thereof reserved for 148th Avenue South East. EXCEPT all coal and minerals and the right to explore for and mine the same, as reserved by deed recorded under King County recording No. 66514. Situated in the County of King, State of Washington. 2. Weston Heights Prooerty. Weston Heights is the owner of the real property legally described as follows ("Weston Heights Property"): Parcel A: Lot A of King County Short Plat No. 175040, recorded under Recording No. 7503280518, in King County Washington; Except the north 100 feet of the west 267.96 feet thereof. Parcel B: The north 100 feet of the west 267.96 feet of Lot A of King County Short Plat No. 175040, recorded under Recording No. 7503280518, in King County, Washington. 3. Grant of Easement. Awesome YAH Church hereby grants to Weston Heights a perpetual non-exclusive easement for ingress, egress, access and utilities (the "Easemenf') over, under and across that portion of the Awesome YAH Church Property legally described on Exhibit A and visually depicted on Exhibit 8, attached hereto (the "Easement Area'). The Easement shall be an easement appurtenant to the Weston Heights Property. shall run with and benefit the Weston Heights Property, and shall be perpetual in duration. 4. Maintenance and Repair. Weston Heights shall have the duty and hereby covenants to maintain the Easement Area in good working order, condijion, and repair. 5. Covenants Running with the Land. The Easement and the limitations, covenants, conditions, and restrictions granted, reserved or otherwise set forth herein (collectively, the "Covenants") are not intended to be personal to the individual Owners, but shall run with· the land, and shall in all respects constnute covenants enforceable at law and in equity, and servitudes burdening the land. The Covenants shall inure to the benefrt of and be binding upon the Owners and their respective successors and assigns. 6. Governing Law. The validijy of this Agreement, the interpretation of the rights and duties of the Owners hereunder and the construction of the terms hereof shall be governed in accordance with the internal laws of the State of Washington. 7. Attorneys Fees. In the event of any action or proceeding at law or in equity between the Owners to enforce or interpret any provision of this Agreement or to protect or establish any right or remedy of any such Owner, the non-prevailing Owner in such action or proceeding shall pay to the prevailing Owner all costs and expenses, including, without limitation, reasonable attorneys' fees and expenses, incurred in such action or proceeding and in any appeal in connection therewnh by such prevailing Owner, whether or not sue action, Page 2 of 6 Access and Utility Easement (Weston Heights) 111715-1.doc 20151210000570.003 proceeding or appeal is prosecuted to judgment or other final determination. The term "prevailing Owner" shall include, without limitation, an Owner who obtains substantially the relief sought in the action or proceeding, whether by compromise, settlement or judgment. If such prevailing Owner shall recover judgment in any such action. proceeding or appeal, such costs, expenses and attorneys' fees shall be included in and as a part of such judgment. 8. Amendment. This Agreement may only be amended in a writing signed by all Owners and recorded in the office of the King County Recorder. DATED as of the date first written above. Awesome YAH: Weston Heights: STATE OF WASHINGTON County of KING ss. I certify that I know or have satisfactory evidence that David Clayton Shenk is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as the Pastor and President of AWESOME YAH CHURCH, a Church, a Washington non-profit religious corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Page 3 of6 , 2015. Notary Public in And For the State of Washington, residing at: B..,.""6,,., i..,,n- Name (printed or typed): '-""·' le,-,.... rf",v-> My appointment expires: g . .2 } • 11( Access and Utility Easement (Weston Heights) 111715-1.doc STATE OF WASHINGTON County of KING ss. 20151210000570.004 I certify that I know or have satisfactory evidence that Jeffrey E. Hamilton is the person who appeared before me. and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as the CFO of WESTON HEIGHTS, LLC, a Washington limijed liability company, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED ~ber-7 , 2015. NallryMtic State of Wnhlnglaft KARIN MILLER My Appolntmtnl Eapltn Aug 23, 2017 Page 4 of 6 No a~~± And For the State of Washington, residing at: le. , v,/A Name {printed or typed): ~l~~I \\('. Y- My appointment expires:§ 2 01 "1 Access and Utility Easement (Weston Heights) 111715-1.doc Page 5 of6 Legal Description of Easement Area [See Attached] Access and Utility Easement (Weston Heights) 111715-1.doc 20151210000570 .005 I 'I I 20151210000570 006 CORE DESIGN, INC. BELLEVUE WA 98007 Core Project No; 15155 11/10/15 LEGAL DESCRIPTION -Access and Utility Easement Exhibit A A STRIP OF LAND WITHIN THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 N., RANGE 5 E., WILLAMETIE MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SUBDIVISION; THENCE N00°16'07"E, ALONG THE EAST LINE OF SAID SUBDIVISION, 11.06 FEET TO THE NORTHEAST CORNER OF TRACT L, WINWOOD, DIVISION 3, ACCORDING TD THE PLAT THEREOF RECORDED IN VOLUME 198 OF PLATS, PAGES 22 THROUGH 27, RECORDED UNDER RECORDING NUMBER 20010222000766, RECORDS OF KING COUNTY, WASHINGTON; THENCE N87'27'27"W, ALONG THE NORTH LINE OF SAID TRACT L, 3.89 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED STRIP; THENCE CONTINUING N87°27'27"W ALONG SAID NORTH LINE, 26.02 FEET; THENCE N00°17'30"E, 144.99 TO A POINT 12.50 FEET SOUTHERLY OF THE SOUTHERLY RIGHT OF WAY MARGIN OF NE 7TH PLACE; THENCE S87"27'27"E 12.50 FEET SOUTHERLY OF ANO PARALLEL TO SAID SOUTHERLY LINE, 26.02 FEET; THENCE S00'17'30"W, 144.99 TO THE POINT OF BEGINNING. CONTAINS: 3,770 :t ~UARE FEET (0.0865 ± ACRES) I Ur, .. Page 6 of6 Visual Depiction of Easement Area [See Attached] Access and Utility Easement (Weston Heights) 111715-1.doc 20151210000570.007 • N[ 7111 PLACE SEC. 11-23-05 E. LINE, N.W. t/4, ~ N.W. 1/4, S.W. 1/4, -j ---ir----N87"2727"W 542.95 12.50 r--- PROPOSED ·R.O.W. J WESTIN HEKiHlS ACCfSS & UT1UT!ES EASEMENT EXHIBITB PAGE 10F1 ~ 1'711)/E29'1,Ploo,S.,,,,101 ,..QllE -, Wa,Hn,;f,,a981J01 '-I 42S.U$J/117 Fo,.'25.SSS.19~ ~DESIGN EHGIHE!IIHG • ,tAHHING . SUIVErlHG JOB NO. 15155 I r 20151210000570 008 AFTER RECORDING MAfL TO: Name Awesome YAH Church Address 702 Nile Ave NE City State Zip Renton, WA, 98059 Filed for Record at Request of: E2484177 03/28/201 l 15: 16 S KA{-~LE~ COUNTY, I.IA $l0 .00 $0.00 A"'e-some YAH Church, Pastor Da~idCJayton Shenk. and Brshop Enoch Lee Brook, QUIT CLAIM DEED THE GRANTOR(S) Pastor David Clayton Shenk PAGE:-001 OF 001 for and m consideration of past indeb!~ness. dating fi-om 12/27/2009, founding date of Awesome YAH Church conveysandquitclaimsto AwesomeYAHChurch ~~ ~ the following described real estate, situated in the County of King State of Washington, together with all r/10.'f-port-lo" of' ffie 11>;/,. o{:,H,e swl.of after acquired title of the grantor(s) therein: Sec.+.cu.., J/J Toi,,rr. sl,,/p 2.3 Nlr---tJ,,1 Ro,,,:3e ~ &:.,.'t See attached Exhibit "A" for legal Description W.M,, desc.r-i'/.ed. o.s se-e.n ,.., E><h,b,'f')V 702 Nile Avenue North East, and all other Assets including Personal. Assessor's Tax Parcel Number: 112305-9002-04 Da<ed 3-2f/-20I/ ___ ~ "P'!!.Sh,-D-.vid. Clyi,:,,, s..:-~I{-~ 8-/, ~~ Signature ofGrantor Signature ofGrantor STATE OF U'M4_(..,7 /0"-' ~ ~ COUNTY OF /_~-<;..____ ____ >'' I certify that I know or have satisfactory evidence that ?"""5h>r-b~11,cl C 'v~n s_ J,enk (is/arc) the person(s) who appeared before me, and said person(s) acknowledged that (he/she/they) signed this instrument and acknowledged it to be (his/her/their) free and voluntary act for the uses and purposes mentioned in this instrument. Dated . .1-..2 c.J-« Exhibit "A" That portion of the NW 1 of the SW ~ of Section 11, Township 23 North, Range 5 East W.M., described as follows: Beginning at a point 15 feet North of the SW corner of the N ~ of the NW ~ of the SW ~ of Section 11; Thence East to the po'1nt 645 feet West of the East line of said subdivision, thence North 157.5 feet to that tract described under Recording No. 5481257; thence West 675 feet, more or less, along said line to the west line of said subdivision; thence South to the point of beginning. EXCEPT the West 30 feet thereof reserved for Nile Avenue North East or 148th Avenue South East, whichever name the road goes by. EXCEPT all coal and minerals and the right to explore for and mine the same, as reserved by deed recorded under King County recording No. 66514. Situated in the County of King, State of Washington. 2691632860 ISQ.002 SUBDIVISION Guarantee/Certificate Number: Issued By: @CHICAGO TITLE INSURANCE COMPANY 0061336-06 CHICAGO TITLE INSURANCE COMPANY a corporation, herein called the Company GUARANTEES Taylor Group herein called the Assured, against actual loss not exceeding the liability amount stated in Schedule A which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. LIABILITY EXCLUSIONS AND LIMITATIONS 1. No guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule A or with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount set forth in Schedule A. Please note carefully the liability exclusions and limitations and the specific assurances afforded by this guarantee. If you wish additional liability, or assurances other than as contained herein, please contact the Company for further information as to the availability and cost. Chicago Title Company of Washington 701 5th Avenue, Suite 2300 Seattle, WA 98104 Countersigned By: Authorized Officer or Agent Subd1vis1on Guarantee/Certificate Page 1 Chicago Title Insurance Company By: Attest: President Secretary Pnnted· 02.23.16@ 02 38 PM WA-CT-FNSE-02150.622476-SPS-1-16-0061336-06 CHICAGO TITLE INSURANCE COMPANY GUARANTEE/CERTIFICATE NO. 0061336-06 Liability $1,000.00 ISSUING OFFICE: Title Officer· Commercial / Unit 6 Chicago Title Company of Washington 701 5th Avenue, Suite 2300 Seattle. WA 98104 Main Phone: (206)628-5610 Email· CTISeaTitleUnit6@ctt.com SCHEDULE A Premium $350.00 Effective Date: February 17, 2016 at 12:00 AM The assurances referred to on the face page are: Tax $33.60 That, according to those public records which, under the recording laws, impart constructive notice of matter relative to the following described property: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF Title to said real property is vested in: Weston Heights, LLC, a Washington Limited Liability Company subject to the matters shown below under Exceptions, which Exceptions are not necessarily shown in the order of their priority. END OF SCHEDULE A Subdiv1sron Guarantee/Certrficate Page 2 Pnnted 02 23.16@ 02 38 PM WA-CT-FNSE-02150.622476-SPS-1-16-0061336-06 EXHIBIT "A" Legal Description Tract L, Windwood Division 3, according to the plat thereof, recorded in Volume 198 of Plats, Pages 22 through 27, records of King County, Washington. Subdivision Guarantee/Certificate Page 3 Pnnted. 02.23 16@ 02 38 PM WA-C T-FNSE-02150 522476-SPS-1-16-0061336-06 CHICAGO TITLE INSURANCE COMPANY GUARANTEE/CERTIFICATE NO. 0061336-06 SCHEDULE B GENERAL EXCEPTIONS H. Reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof. Subd1v1s1on Guarantee/Certificate Page4 Pnnted 02.23.16 @02 39 PM WA-CT-FNSE-02150.622476-SPS-1-16-0061336-06 CHICAGO TITLE INSURANCE COMPANY SPECIAL EXCEPTIONS SCHEDULE B (continued) GUARANTEE/CERTIFICATE NO. 0061336-06 1. Covenants, conditions. restrictiOns, recitals, reservations, easements, easement provisions, dedications, building setback lines, notes, statements, and other matters, if any, but omitting any covenants or restrictions, if any. including but not limited to those based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, handicap, national origin, ancestry, or source of income, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law, as set forth on said plat of Windwood Division 3. Recorded: Volume 198 of plats, pages 22-27 2. License to construct, operate and maintain a line of wires and Poles for the transmission of electric current through said premises and other property, so long as said pole line shall be used for the transmission of electric currents, as granted by Mary C. Kline, to Snoqualmie Falls Power Company, a Washington Corporation, dated August 16, 1899. recorded November 20, 1899, in volume 245 of deeds, page 330 under recording number 183070, records of Said County. The description contained therein is not sufficient to determine its exact location within the property herein described. 3. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Pacific Telephone and Telegraph Corporation Purpose: Right to place, construct, operate and maintain, inspect, reconstruct, repair, replace and keep clear aerial wires, cable, fix1ures and appurtenances attached thereto Recording Date:June 5, 1946 Recording No .. 3575586 Affects: The description contained therein is not sufficient to determine its exact location within the property herein described. 4. Reservations and exceptions contained in the deed Granter: Recording No.: Northern Pacific Railroad Company 66514 Reserving and excepting from said Lands so much or such portions thereof as are or may be mineral lands or contain coal or iron, and also the use and the right and title to the use of such surface ground as may be necessary for ground operations and the right of access to such reserved and excepted mineral lands, including lands containing coal or iron, for the purpose of exploring, developing and working the land. The Company makes no representations about the present ownership of these reserved and excepted interests. 5. Terms and conditions of City of Renton Ordinance Number 4612, establishing an assessment district for sanitary sewer service and establishing connection charges, recorded under recording number 9606210966. 6. All or a part of the Land herein described does not appear to be assessed on the Tax Roll. Said Land is subject to the possible assessment and collection of property taxes for current and prior years. Subd1v1s1on Guarantee/Certificate Page 5 Pnnted: 02.23.16@ 02 39 PM WA-CT-FNSE-02150.622476-SPS-1-16-0061336-06 CHICAGO TITLE INSURANCE COMPANY SCHEDULE B (continued) Note: FOR INFORMATIONAL PURPOSES ONLY: GUARANTEE/CERTIFICATE NO. 0061336-06 The following may be used as an abbreviated legal description on the documents to be recorded, per Amended RCW 65.04.045. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document: Tract L, Windwood Div 3, vol 198 of plats, pg 22. Tax Account No.: not available The legal description in this certificate is based on information provided with the application and the Public Records. All parties must notify the Title Insurance Company if the description does not conform to their expectations END OF SCHEDULE B Subdivrs1on Guarantee/Certificate Page6 Pnnted. 02.23.16@ 02·39 PM WA-CT-FNSE-02150.622476-SPS-H 6-0061336-06 WINDWDDD DIVISION 3 -....... t"'==;;j~!;;l~;;:n9rijj,,..~==r::n-----r~r---. 1: : ;:-.;:.~\ I· ?I ., .,.,,.-. .,,;;.,:.;.- . ..,,,r ... ., ' ~~~-; i J .'.; ,~,;, 1 _ ~': SECTION~ -------,,-~------~------,,~--. -,, -~""""" !'!'"'!';" · ..... '""'si:,:;,-•o ·-..• ..., '' ,r ;~ -~, '"i1l[ ~u i]~D[~ :~; -'i,, =-::.i-1 __ KL~.r.:-;: m r:· -.:-.--~!: ~;:,1?1 •r ~· ___ ar !llllll.l.11 ~ •• pill\ >ti: Otll ,u,a '"""cLii";f~E: 'IE ~ '111UI ~.,-f.~~-~~._~iat~~~i IIEll'l~T ____ :,~_ JCl3 'olC 00-:J/31 SHE[T J OF 5 CHICAGO TITLE INS. CO ~ REF# ~f9<(-p1, Return Address: Weston Heights, LLC 15 Lake Bellevue Drive, Suite 102 Bellevue, WA 98005 E2745962 17/Z&/211$ 14:U ICING COUNTY. 11A 2ti150n8000876.001 ~ .~:== · PAGE-Ml OF Bil QUIT CLAIM DEED Reference Number(•) of related document(,): n/a Grantor: WlNDWOOD HOMEOWNERS ASSOCIATION, a Washington nonprofit corporation Grantee: WESTON HEIGHTS, LLC, a Washington limited liability company Legal Description (abbreviated): Tract L, vol 198 of plats, pg22 Full legal on Page I of this document. A,sessor's Tax Parcel ID Numbers: NIA --1-«.J<.-.. .... .J <\'-111<14. Windwood Homeowners Association, a Washington nonprofit corporation ("Grantor") hereby conveys and quit claims lo Weston Heights, LLC, a Washington limited liability company ("Grantee") all of Grantor's interest in the following described real estate, situated in King County, Washington, together with all after-acquired title of the Grantor therein: Tract L, Windwood Division 3, according to the plat thereof, recorded in Volume 198 of Plats, Pages 22 through 27, records of King County, Washington. Subject to the matters sel forth on Page 3 of this Deed. QUIT Cl..AIM DEED PACE l 20150728000876002 DATED ;J...-1, ;C, ' , 2015 GRANTOR WIND WOOD HOMEOWNERS ASSOCIATION, a Washington nonprofit corporation By:~ Philip Brent Witschi, President STATE OF WASHINGTON) ) ss. COUNTY OF KING ) I certify that ! know or have satisfactory evidence that Philip Brent Witschi is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as the President of Windwood Homeowners Association, a Washington nonprofit corporation to be the free and voluntary act of such party for the uses and purposes stated therein. Dated ,j "9 .:2] e},/.,;- (U1elhis:~p.11CcfornoU1Jialscamp/seal) ll88481002I009MMJ.-4J ~ Name: Paula K Ad11:Ri; NOT ARY PUBLIC, State of Washington My appointment expires J;k"!5-/ ~ QUIT CLAIM DE~U 20150728000876 003 Grantee, on behalf of its successors and assigns, covenants agrees that the property conveyed by this Deed may not be included in any development density calculations, that the property conveyed by this Deed shall be maintained by Grantee, its successors, and assigns, and that these covenants and agreements may be enforced by Granter, its successors and assigns, and by the City of Renton and its successors and assigns. Grantee, its successors, and assigns, shall defend, indemnify, and hold harmless Grantor, its successors, and assigns, from any damages arising from any breach of violation of the preceding sentence. GRANTEE STATE OF WASHrNGTON ss. COUNTYOF~/iiti-w~~,-...-.--..~~ I certify that I know or have satisfactory evidence that Jeffrey E. Hamilton is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as the Chief Financial Officer of Weston Heights, LLC, a Washington limited liability company to be the free and voluntary act of such party for the uses and purposes stated therein. Name:. _____ P:w_l_a_K._A_d_a_ma _____ _ NOTARY PUBLIC, State of Washington My appointment expires /.:2, -.JS·;"/(., QUIT CLAIM DEED PAGE3 ·uoaJat..j:I UMOLI "ew Ja4:ao Jo af>eaJ:ie 's:auawasea JO uo1ie:>01 1sa::>u--!P 1sUO!SU8W!P a.msu! :aou saop Auedwo::, a1.1i 'Aue :I! '1,uawasJop1 pa!J!POW A1<ssaJdxa S! a:,ueJnsu1 aim :10 A::>!IOd e :a1 aP.n o:a :ada:>x:1 ·pa:a:>!dap pue1 a~:a JO AaAJns e 1,ou _ SJ______eUR 'P~I ~,,no p~ S~J!l'PU!:!_~9!eJn:aeu ~l~ _ tiU!U~P~l uori.e1aJ U! pue, paq!J:lsap U!aJ~~~ -~?~ P!e !'.!_! s~~S!U~±____ti~q S! ~!!_~/~ew S!4~__J \I\/INC\1\/CCC mwisiirn11 3 FOR W 1/2 So/11/4 SECTION 11, TOWNSHIP 23 NOml-1, RANGE 5 EAST, W.M. CITY OF RENTON KING COUNlY, WASHINGTON APPROVALS CITY OF FBITON Al'l'AOVALS CllY OF FENTON CITY COl.w«:L :~~::~=~ ~~;~., "------- ,,.-------({------- ACKNOWLEDGMENTS DEPARThENT OF ASSESSl,ENTS :::~;u,;.~ .:;t;:~f~HS .alL ~~' ,r /~0~j;cpd,uM. ~ VOL/PG ..-;-.,, _ _ .. ,,:'"'; ~"""'-... ~l " .. , '.>: ,I '··~ ·uoaJi:U.fl UMOlf l8W Ja4lO JO a6eaJ::>I? •s:auawasea :fO UOHB::>01 'Soll:> f 'SUO!SUaW!P a.mSU! lOU saop Auedwo:, al.fl. 'Aue J! 'luawasJopu >9!J!POW A.1ssaJdxa S! a:>ue.msu! a1l!:I :fO k>!JOd e lU a4l Ol lda:>x1 ·pap!dap pue1 a4l JO A.al\JMS e lOU . S! pue 'pue1 -1iu,no p~e !a,.1epunoq _l~~ll?U 'sl_~a-'lS ti":-'!_U!O~pe o:a UO!!Bla~U! pue1 paq!J:>sap_~_!a-1_a4 a4:i 6U!llir.lOI ~l_P!8: ue se pa4S!UJnJ 6u_,aq_!~ ll?ld_!~ew 5!4.1 LEGAL DESCRIPTION \1\/INC\I\/CCC IOJIIJlm@I! 3 POA W 1/2 SW 1/4 SEC110N n, TOWNSHIP 23 NOA'TH, RANGE 5 EAST, W.M. CITY OF RENTON KING COUNTY, WASHINGTON EASEMENT PROVISIONS COVENANTS DECLA~AllQN :CF COVE'JA\ ~ RESTRICTIONS PRIVATE DRAINAGE EASEMENT JOB NO 00-061 SHEET 2 OF 6 VOL/PG ·uo;.ua1.,e:i UMOlf 1ew .Ji3'lflO JO a6eaJ:,e 'siuawasea JO uor1e::>01 •sa::> j 'suo!SUaW!P a.Jnsu! S! ;~; ~;i:, ~~:~;J/s~i~!~~~~~~::::~01:~aaJlS ~8u~~~_;:~t~~~l;~:.J! :~~~~~s~!:!~~~~~ ~~~~!/a~!~!l:~ti!1:;:,~: :ea:~::~:~eJ:!~~1;, ~=~~7:ee~:~4l J \1\/INC\I\/CCC mrnwm1@~ J PORT10N W1/2 f'Nl 1/4 SECTION 11, TOWNSHP 23 NORll-1 AANGE 5 EAST WM CITY OF RENTON KNQ COU~. WASHINGTON ~2G" 9C" ,, • ~('ALE ,· ~ 2cc 0~0200· GRAPHIC SCALE JOS NO 00-061 SHEET 3 OF 6 ";' VOL/PG ' ~ ~/11 ·uo<wnn uM04 ..;ew JaL,i:ao JO a6e,u::,e 's:iuawasea JO uo,:ae::,01 'sa: p 'suo,suaW!P <11JnSU! :aou s;:,op Auedwo:, a4:a 'Aue J! ':auawas.Jop1 pampow A1ssa.1dxa S! a:>ueJnsu! a1:a!:a JO A::>!IOd e :a a4:a o:a :ada::>x31 ·pap!dap pue1 a4:a JO AaAJns e :aou i S! ~ue 'PUl?I J~~:ao pue sa,.1epunoq ll!'Jn:aeu 's:aa•u:as 6u!U!D_fJJe o:a uo,~e1~u U! pue1 paq!J::>sap U!'1J8ij a4:a 6U!~e::>01 U! P}e_ ue SI!' P~"IS!UJnJ 6u!~q S! :ae1d/dew S!I.I.L J \NINCWCCC !IIIWlm@ill 31 PORTION W1/2 f!N/1/, SECTION TI, TOWNSHIP 23 NORll-1, RANGE 5 EAsr, WM CITY OF RENTON KtKl COUNTY, WASHl>KlTON 40 r-------- TRACT "C" s N88"21 27 W 7i3C.67" _ ; ... _ NE 4th STREET (s~ 128:~ S7'<rtn ,r---~-----~ 2E22:>::,'(-'["'S /~TES ~·' '10:·, ''IE:l,cE '.E • < S" .AND Wo ~8CJ< :~:.:s, e2,-a,~ •(•2s: a21-J•6' ~.sx JOB NO 99-230 SHEET 4 OF 6 VOL/PG 15-PU6LIC J'l~IN .. C.E ~'al~); ~ .. SEMEWT l~UC>!E;~ C'IY [;< ~tWi~~ ~~~U'-'E~T ·uoaJa4:i uM041 :iew Ja4:io JO al5eaJ::,e 's:iuawasea JO uoqe::>01 'sa::> , 'suO!SUaW!P aJnSU! :iou saop Auedwo::, a4:i 'Aue :f! ':iuawasJopu ia!J!POW A1ssaJdxa S! a::,ueJnSU! a1:i!:i JO A::>!1od e :iu a4:i o:i 1da::,x3 ·pa:p!dap pue1 aL1:i JO Aa,\Jns e :iou S! pue 'pue1 Ja410 pue sa!Jepunoq 1eJmeu 's:ia,u:is tiU!U!O~pe o:i UO!:ie1aJ U! pue1 paq!~::>s~p U!aJall a4:i tiu_1!e:::io1 U! P!e ue se P_!LIS!UJMJ 15U!aq S! :ie1d/dew S!4.L ' __ ..1._ __ 30 : ~ I ' I -~~·;,~t" I E! 81 I.-, JI 34 :~ w I i---,-~""''iae;;s>-t'-' -+-· z I : : 35 I ,I I ~a~·~ 9 ~e·w "I '"'"" I \1\/INC\I\/CCC VOL/PG lillWISI@~ 3 PORTION W1/2 &111/4 SECTION~. TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON KtKl COUN"TY, WASHNGTON 11 ~-----I _________ T _________ , I : ______ j_NE 6th STREET• ·--------'----------0 -1-L ________ , I -,,-. r-----. ' sl 7 .'i;' ~.3+:l ';q ,, ' I I r+--",~-'--+--------0 ,. -i ----.... ' ' I --+------ I ' I I \ I ' I ' :------·--t--------i I I :~!~ : i ,· ~--------~---------i 'I' ~ 2 wl ·Z I UJ ! ~ !;' '-0: I I ,o I cfl I --i cl.ii ' '0 I I CC ' I ~--------l ________ J i------------ 1 I I i---------- 1 I I ' o· 2~· ~~-,co ~---:=;j GRAPHIC SCA~E EASEMENTLEGENO (5) -::s~~~~; S;NTAR' SC"8 ©-·o·, ·o·~'1LTYE,SE .. £NT ©-,m,,.- ~ ~-INtlCACS :1'YQF SEWC~ M~Nll~ENT TO BC ~cf :,v 'Si>~ ---------i TRACT "E~ i~ I r-------- JOB NO 00-061 SHEET 5 OF 6 ·uaaJiHU uMa4s 1ew Ja4:io JO afie;;u:.,e 's:iuawasea JO uo!:ie:101 'sa:, 1 'SUO!SUaW!P a.JnSU! :iou saop A.uedwo:, a4:i 'Aue J! ':iuawasJopu 1a!J!POW A1ssaJdxa S! a:>Ue.msu! a1:i!l JO A.::)!Jod e :iu a4:i o:i ida:>x:1 ·pa:p!dap pue1 a,n JO A.a11iJns e :iou S! pue 1pue1 Ja~~~-pue S!_!_~ll!'~unoq 1eJn:ie~ 's:iaa.i:is 6~!~1ofpe o:i uor1e1a.J U!Rue1 ~__9!J:>sap U!a~a1.1_~1.1:i 6U!l!?OI ~! P!li!' ue se pa4s,wnj ~-U!a~_S! ie1d/dew S!Ll.l V\/INC\1\/CCC lllrn\\HSIIDIIII :ll POR110N Wl/2 &111/4 SECTION n, TOWNSHP 23 NOA'TH, RANGE 5 EAST, W.M CITY OF RENTON Kf>Kl COUNTY, WASHNGTON N1!7'27'27"W 1280.20' TRACT ~I" I • JOB NO 00-061 SHEET 6 OF 6 l ! VOL/PG GRAPHIC SCALE EAS£MENT LEGEND -IC PP'VA'l: S'('~~ r~A·N~G[ [A5i'~ENT -~ PR!,AT" O~• •'""'-c.AOt..,,N 0-PLJ31 I~ ~PAIMAGE: OY,-,:~ fA:;'.'MU,l (0 -~5A',:~~·; SmTARY SC~ (i)-10,,aLllcJTY(A$1').<tOT ©-E!o;;:~;,::c;:i,-OPnc 0 -![g£;~ c:N~AL NO"IS JN ~-------.._..._.·------·····-- Lto-..e Pll lld Rov 20, 99, 11: 56 ~1 • Vol .;t ~ J ..,J..fO • ., -.11:1,n · ...., o ntnt ·or R.r,ton, Y '!'o Snof!i•l...,1 • Pall a pow..- a eorp und 1-. of I of f Pt ta•• or "Jl• bc-:a and llllvs t.o •:ante rrom f.tt• l•., a.nt . ot a ....... plan. t at Plnoq,aalml • Pall, .. t. t:tlw trl'lt", or i,e,... .•.··· .. ·1 ._.._.. •• tor t.hw turth•r COflll o l t:o 11•1' r• loe11 hff••·· • ta• ot, ~-and Pol• tor' ~ • · ot .1.,.,. nrr \hr J-t. It t •••' .. and to !ta SIM and aa a 01mt• t.o .... , •. eP ••.~:~ C =• !11'-f'la, , to•.Jlt \J ./ J ~ ~ •· "11 .. ·.··.· .. ···.• ...•... v-r m U' •£,i· at or mr tor ,..,u 1, tp 2S .-.• • ~· 1ilt, . .. . •J • u......-. ·. . 4 II.I .. pole Urie lltlalS M •, -.. •••· . •l•e .. rto · · , r:."1; ,'.'!!t:" .. · . . . · lfa17 o JCHn• (MIS) ~,~ .. 'tlilt~ .. O ~ bet J JI T>awe R P tn mcl tor r• &t a. a. '1t It 14,JIOI. ' . ~! .... ~ J I ~ f'1l • --== ~ ... ---.......---• • ~ ' 0 t WH8'J R£C0!<0FD RET'JR.~ 10: Offl<>'ofthec .'·rk RentonMun,;,, 11,Hl.img 200MiU._::\'."enuo '.:,outh P.e<>•~A'll!ll!'l t') ~ CITY OF RENTON, WASHINGTON AN ORDINldfCX OF 'Elm CITY OF REN'l'OH, WASEDfGTOlf, ESTABLI:SEDilG All "SZS5l!IKNT DlSTRICT FOlt S.PJ1l"l'ARY SBKEB. SER.VICK DI A PORTION OP' THE SOUTH HitmLJ.NDS, HEATJmll DOlQlS, AND IIAPI.E-WOOD SOB-BASINS ~ ESTABLISBIJJG THE AJ50UIIT OF TEE CIL\ltGK UPON CONNECTION TO THE FACILIT:IE.S. THE Cl':'Y COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO ORDA:N AS FOLLOWS; There .Ls t.ereby created a sanitary sewer Serv.i CiJ: Special Assessment District for the area served by the Bast Renton Sanitary Sewer Intercep::o_r in the northeast quadrant o! the City of Renton a.!ld a port::..on of it:s urbar.. growth area within utJinr;orporated King Cc::n.;.nty, which area ii:; mare particularly described in Exhibit "A" attached herec.o. A map of the service area is attached as Exhibit "B." The recording ot this document is to provide notification of potential connection and interest charges. While this coanection charge ir.ay be paid at any time, the City docs not require payment unt.i.J. s·..tch time as the 'parcel is connect.ed t.o and thus Oenefiting from the: sewer far;.ilities. The property may be sold or in any other way change hands without triggering the requirement, by the City, of payment of the charges associa:.ed with this district. SECTI9H U · Persons connecting to the sanitary sewer fac::..lities in this Special Assessment District and which properties 8 ---'------------------------------- ORDINANCE~ have not: been char9ed or assessed with all costs of t.he East Renton sanitary Sewer Interceptor, as detailed in this ordinance, shall pay, in addition to tl'.e payment of the connection permit fee and in additior. to the system development charge, the following additional fees: A. Per Unit Charge. New coru1ections of residential dwelling units or eq1...ivalent.s shall pay a fee of $224.52 per dwelling unit and all O'.:.her uses shall pay a w:.!.':. charge of $0.0!:9 per squaYe foot of property. Those properties included within this special Assess1:1ent: District and which may be assessed a charge thereunder CO are inc.:luded within the boundary legally described in Exhib::.t "A" I and which boundary is shown on the 'm,p attached as Exhibit "B." N SECTION III In addition to-the aforestated charges, there & shall be a charge of 4 i1' per annum added to the Per Unit Charge. C1) The interest charge shed 1 accrue for nn more Chan ten (10) years from the date this ordinance becomes effective. Int.ereSL charges will be simple int.ere st and not compound interest. SECTION IV. This ordinance shall be effective upon its passage, appYoval, and thirty (30} days after publication', PASSED BY THE CITY COUNCIL this 1il.:t.h day of June +-1996 APPROVED BY THE mYOR this 10th day or: June !.996. ':'anner, Mayor App7~;u~ Lawrence J. Warren, City J.ttorney Date of Publication: 6/14/96 O:iill.576 5/20/96:as. //J '-&I CTl lxhibit A LEGAL DESCRIPTION OF THE SPECIAL ASSESSMENT DISTRICT FOR THE CITY OF RENTON -EAST RENTON INTERCEPTOR Portions of Sections 8, 9, 10, 11. 14. 15. 16. 17, 21 and 22 all in Township 23N, Range SE W.M. in King County, Washington Section 8, Township 23N, Range 51, W.M. All of that portion of Section 8, Township 23N, Range 5E W.M. lying East of the East right-of-way line of SR-405 and South of the following described line: ~t~J ~~:~iI~~~ti~~:e~: ~:i~~~f~cr~~o~ kwirth th;tr:~t~~~ intersection with the centerline of Sunset Roulevard NE; thence Northerly along the centerline of Sunset Boulevard NE to the North lirte of the Soutlteast IA of ~~~(':~ ttc te~i~:e~} :1:r~~d North line to the East right-of-way line of ;l Section 9, Township 23N, Range 5E W .M. ~ All of that portion of Section 9, Township 23N, Range SE W.M. ]ylng $ouU1 and O East of the following described line: r.i; C") Beginl11Ilg on the centerline of NE 7th Street at its intersection with the centerline of .Edmonds Avenue NE; thence Easterly along the centerline of NE 7th Street to it.s intersection with the centerline of Monroe Avenue NE; thence North along said centerline to the South Ulle of the Northeast V,i of said Section 9; thence East along said South line to its intersection with the centerline of Redmond Avenue NE; thence Northerly along said centerline to its intersection with the centerline of NE 10th Street; thence East along said centerline to the East line of said Section 9 and the terminus of said line. Section 10, Township 23N, Range 5E W.M. All of that portion of Section 10, Township 23N. Range 5E W.M. lying Southerly and Westerly of the following described line: Beginning on the West line of Sect.ion IO at its intersection with the North line of the South 1h of the North 1.h of said Section 10: thence East along said North line to its intersection with the centerline of 142nd Avenue SE; thence Southerly along said centerline to its intersection \Vitl1 the North line of the Sou th east 1.4 of said Section 10; thence East along said North line to its intersection with the East line of said Section l O and the tenn1nus of said line. Legal Descriph'on of the Special Assessmerit District for the City of Renton -East Renton Interceptor Section 11, Townshlp23N, RangeSEW.M. All of the Southwest 1A of Section 11. Township 23N, Rauge 5E Vl.M .. Section 14, Township 23N, Range SE W.M. Page 2 of 3 All of that portion of Se<:ti0n 14. Township 23N. Range 5E. W.M. described as follows: All of the Northwest 1,4 of said section, together with the SouthWt=St Vi of said section, except the South 11.? of the Southeast % of said Southwest ¥-t and except the plat of McIntire Hornesites and 1h of streets adjacent as recorded in the Book of Plats, Volume 58, Page 82. Records of King County, Washington, and except the South 151.55 feet of the East 239.435 feet of Tract 6, Block 1 of Cedar :River Five Acre Tracts as recorded in the Book of Plats, Volume 16, Page 52, Records of Klng County, Washington, less 11,;: of the street abutting said portion of Tract 6, Block 1, and less Tract 6, Block 2 of said Cedar River Five Acre Tracts. less Y.i of the street adjacent to said Tract 6. Block 2. and except the South 82. 785 feet of the East 150 feet of Tract 5, Block 2 of said Cedar River Five Acre Tracts and less 1h the st.reel adjacent to said portion of Tract 5, Block 2. Section 15, Townshlp 23N, Range 5E W.M. All of that portion of Section 15, Township 23N, Range SE. W.M., except the Southwest J,4 of the Southwest 1.4 of the Southwest 14 of said sec,.tion. Section 16, Township 23N, Range SE W.M. All of that portiOn of Section 16, Township 23N, Range 5E W.M .. except that portion of U1e Southeast 1A of the Southe-<:1..st Y4 oft.he said Section 16 lying East of the East line of the Plat of Maplewood Division No. 2 as recorded in the Book of Plats Volume 39, page 39, Records of King County Washington and its Northerly extension to the North line of said Southeast ~ of the Southeast V4 of the said Section 16 and except that portion of said section lying Southerly of the Northerly right-of-way line of SR-169 (Maple Valley Highway). Section 17, Township 23N, Range SE W.M. All of tllat portion of Section 17. Township 23N, Range 5E W.M., lying Northeasterly of the Northeasterly right-of-way of SR-169 (Maple Valley Highway) and Easterly of the East right-of-v..>ay line of SR-405 less that portion lytr:tg generally West of the East and Southeasterly line of Bronson Way NE lying I Lgal Descriptian of the Spedlll As5essrnent District for the City of Renton -E.ast Renton Ituerceptar Page 3 of3 ~tween the South line of the NE 3nl Street and the Northeasterly margin of SR~ 405. Section 21, Township 23N, Range SE W.M. All that portion of Section 21, Township 23N, R 5E W.M. lying Northeasterly of the Northeasterly right-of-way line of SR-169 (Maple Valley Highway) and West of the East line of the Plat of Maplewood Division No. 2 as recorded in the Sook of Plats, volume 39, page 39, Records ofKin.g: County. Washington. Section 22, Township Z!N, Range SE W.M. All of that portion of Section 22, Township 23N, Range 5E W.M. dcscrtbed as follows: All of the Northwest IA of the Northeast% of said Section 22 lying Northerly of the Southerly line of the Plat of Maplewood. Heights as :recorded in the Book of Plats. volume 78, pages 1 through 4. Records of King County, Washington. Together with the North 227.11 feet of the West 97.02 of the Northeast 1:4 of the Northeast ~ of said Section 22. Exhibit B EAST RENTON INTERCEPTOR Special Assessment District Boundary City Limits !ZT....T-2] Spodal ........... rn.inct DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT ---~Renton® AFFIDAVIT OF INSTALLATION OF PUBLIC INFORMATION SIGN Planning Division 1055 South Grady Way, Renton, WA 98057 Phone: 425-430-7200 I www.rentonwa.gov STATE OF WASHINGTON ) ) ss COUNTY OF KING ) f(yfi-l{ Wlc4'vWJrN being first duly sworn on oath, deposes and says: 1. On the ~ day of 'f~l'-J.}l'l{.-j , 2o_lk_, I installed ii)_ public information sign(s) and plastic flyer box on the property located at ---roz. 1\/Jl.,f, Mr.,, 1\)£ for the following project: Project Name Owner Name 2. I have attached a copy of the neighborhood detail map marked with an "X" to indicate the location of the installed sign. 3. This/these public information sign(s) was/were constructed and installed in locations in conformance with the requirements of Chapter 7 Title 4 of Renton Municipal Code and the City's "Public lnformati Signs Installation" handout package. My commission expires on __ 1"'2__._.2~4.,_·...,,f .... 5? ____ _ H :\CED\Data \Forms-Templates \Self-He Ip Ha ndouts\Pla nn ing\pubsign.doc Rev: 08/2015 RECEIPT EG00050682 BILLING CONTACT Kevin O'Brien Weston Heights, LLC 15 Lake Bellevue Dr, 102 Bellevue, WA 98005 REFERENCE NUMBER FEE NAME I LUA 16-000140 I PLAN -Modification Technology Fee Printed On: March 10, 2016 Prepared Bv: Jill Dinq ·Kenton 1055 S Grady Way, Renton, WA 98057 Transaction Date: March 10. 2016 TRANSACTION PAYMENT AMOUNT PAID TYPE METHOD I Fee Payment I Check #1567 $150.00 Fee Payment Check #1567 $4.50 SUB TOTAL $154.50 TOTAL $154.50 Page 1 of 1 RECEIPT EG00050164 BILLING CONTACT Kevin O'Brien Weston Heights, LLC 15 Lake Bellevue Dr, 102 Bellevue, WA 98005 REFERENCE NUMBER FEE NAME LUA 16-000140 PLAN -Environmental Review PLAN -Short Plat Fee Technology Fee Printed On: February 25, 2016 Prepared By: Jill Din!=I 1055 S Grady Way, Renton, WA 98057 TRANSACTION TYPE Fee Payment Fee Payment Fee Payment Transaction Date: February 25, 2016 PAYMENT METHOD Check #1561 Check #1561 Check #1561 SUB TOTAL TOTAL AMOUNT PAID $1,000.00 $2,000.00 $90.00 53,090.00 $3,090.00 Page 1 of 1