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HomeMy WebLinkAboutREPORT 01F7 � S9 3Ad HIM — — — — — — m TF 3B -W HaK I �i 3N -]A Y rOOH /--�jm-- q Z IbFLLSbG-----..._---T-- - w... e014AO4 18215 77Nn AVENUE ." --I — TOW 12368 KEW. WA 9&072 „„ d , KBS DEVELOPAAENr COFPOHAT" NEIGHBORHOOD MAP (125)251-6222BdwAm. WA 90005 �� .�12320 NF- M S7ee1, Sulo 100 " (115)251-a1a2 FA% ~ °+.....' °""° "•"`� ° (206) 623-7000 WYJOS•fONE DrASK)N 5 a Z qz= oo 9Tz=m IMOOo 0 t� -u r ..,snyao,= :cs ru x :, - u ,.r . ,:=vn-i.ha. „»Es-..dR. ,_ �,-��< �. ,,, ➢-, _„ irti:,e o PLAT OF 4ANWTONE DrMIDN 5 q g m m K z cn N 5 A r, F . Ina nus 12365 G g � So �+ , a � O 3 S 5 11-111 a1-1 L o 1 zr i I I s N z ro x n p -I n Ij R i 1 RR �+ , � O 3 5 11-111 a1-1 6 1 zr s a 3 z ro x n p v I n 5x R M R N N N N N N N bC m P- d M_ ma —_ m Z A A m A A A 6 6 V1 coo 00000 _ n 0 0 0000 n WW— 3 soa 'o 'o n 0 n 0 Z WINDSTONE DIVISION 5 `'03 BEING A PORTION OF THE SEI/4 OF THE SE1/4 OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN CITY OF RENTON, KING COUNTY, WASHINGTON r rr iLv 7722.79, - - -_ �25'5612 Zeas se' - - - _ 5322,]9• 1 LI/f CWFA mltll! 1 R1L10 STOE YORlF]IL 1 � I 5.,4 5170fYN O g rlPu,a x +ra opI[si1C !a �C{!I{fy Map Scale: N.T.S. Es,x 1p SE 106111 5T `R MdND u NOTED ..d. _ IMF h � SfiE � — 1A 0 I a V SE 11M ST sE +121H sr RECORDING CERTMATE rUD EnR FmccAc AT THE REDDEST OF THE CITY OF RENTON 7775_OAY OF 2D_. AT L01DIE5 PAST__ _ .M. IH YOLUME-OF PUTS AT PACES RECORDS OF XING COIN.Tf, WAS4NGTON. DMSK)N Df RECDRDs AND ELECnONS WANAGER SUPERHTENDENT OF RECORDS -2� NI a �1 f-`-��--- ` -- T_ i t F-7-, I I H61,27' I I r._ v I I f ` I I I I I� I f I NlS12']e-N 264a.]z' e79s or eF.Vawc 9 W749 4I A 1 2 2E o 31416ow s Eaula 3/r eR,u rw 10 1 t w/ft" N cwvki Nc 12M (FED 222[1 Es,x 1p r le • ` MdND u NOTED ..d. _ IMF S 0 100 200 400 .,�,� SCALE: 1' 1914j°'0' .-:. JOB NO. 12365 LAND SURVEYOR'S CERTIFICATE S p $ ar g h a u 9 I HFRCr CEAnFI' T75A7 THIS PLOT OF WFOS70rE DMSION 515 BASED u" AA A01UV- SURD AND SIMMISON 9E 50:TM J. ,p¢ A ns ' A y Consulting Engineers,inc. TOWNSHIP 23 NORTH. RAKE S EASE, N.Y., THAT THE CWRSFS AND DNSTANLES ARE sm m CORRECTLY THEREON; THAT THE r_ �" la2 FngineeriA Larld Planning, S, WAing, Entirarmenld Serwwea Id215 a Kms, NA 98232 IIOFAAETns u BE SET A* TE UOE NO BLOCK CORNERS STAKED CORRECRY THE GROIRID NID TU,T I RINE F,ALY CDYPilEO wm1 d RA HG AEEE,ATO12 z o A ST °S' Tekphane: j425J 251 -fi222 FOM: (125) 251-W52 : 425) 1-62 PORT. SEW OF SEV4, SEC. S, T2 "5E, WX H � ryi l-� . - . 10f29f2012 TREWR �. LARkIREE, PLS HD. a5re5 -.. --,D29r20,2 �� L L AKq SHEET 1 OF 3 000 WINDSTONE DIVISION 5 SLIJA HEi`27 3 LND BEING A PORTION OF THE SEI/4 OF THE SE1/4 OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN CITY OF RENTON KING COUNTY WASHINGTON LEcu DE5099" F J AIM F CITY OF RENTON APPROVALS AMT AOTM R TM LAST RIYI ff PF SIIIAFW UM MOP OF ARE SOMI ST OLARYU P SECADO A FAIR9W 33 ADIRl1; Ma S EAST, CRT OF RDOON Pu r ROR16 OEAwmurT JR1IIf7JF A"U" 9 MW WWM, W-9/CM X MISM & HALM EIVIYED AJO APrwvCD T99 -DIY a 2012. *WW >V RF AOP N167 CII)W OF .W SIAV460R JTCAm SvIw lwsF' RAA m Pf wr[ w DOBLF mm T[IM1 7140a XM F`40100'6W RIRNCL MM AF APRT! IPF OF SW AMU" SOW FEF/ M ROAR W FOT AFF7TFAT PTAE105[5* 0OQ mm J.TO4P' LETT I" fw AEDR1 SARH 14TJ?V LBT Db W,, MW 0 LETS W RE IFIRMI WMr JMLN W RS ANF7 W00ir. BETR1 5%%*YmY*0RO SLP WIAR ADEY*NPA' 75011117. 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DEInAVIA Ff!lm, E Fx TRT, YOF 0P l[S, 10 IJE' A0PMR3TEAY AN" aROW hl!R MM MI a AgE/1Fb M' AWNC SAP WC"Y FV FEET ALBS 4R LESS IV A FOPS KNARO SALIN If IX' lAT f.NY ,1E MW PoN7 0" DEQ AOM rf3020' TEST 4m faT. bm LIR um A7 IJE ME FSEAT O, REiNmmc DEDICATION DAR ALL PEOPLE B* THESE PREGF)If$ THAT K. THE UHDER9GNEP OWNERS OF MEREST IN THE LAND HERFUT SUBDIVIDED. HEREBY DECII% TMS PLAT TO RE WE GRAPHIC RLPRLSFMIATON OF THE 9 -WA" KWE HEREBY. AND 00 MMM DEDICATE TO TE USE OF THE F1141C FOREVER ALL MEETS AND AVENUES NUT PMM AS PRNATE HEREON AC DEDICATE TIE USE THEREOF FOR ALL PUBLIC PURPOSES IDT RICON451ENT Wl H THE USE THEREOF FOR PUBLIC HCIRAY PLBPOSES, ARE ALSO THE WW TD WAKE ALL A'ECESSAW SLOPES FOR CUrS AND EELS RIPON THE LOTS AND RIACIS SHCANN HEREON N THE OPKRAL REA9N*NE _E CWWC OF SAD STRETTS AMC AVEMJES, AVD FURTER OEIM 7 TO THE USE 0 THE PUBLIC ALL UTE EASEIInTS AVD WACT5 910YIH OM T95 RAT FOR ALL. PUBLIC PURPOSES AS INDICATED THIERWIN. ROUXEFC BUT MIN LAKTEU TO PAIRS, OPEN SPACE, PEDESTRIAN ACCESS, UIRFMS AND DRAwDE UNLESS SUCH EJLSEYEWT$ OR TRACTS ARE SPECRICALLY IDENTIFIED OR TFA15 PLAT AS BEING pAFI,TO OR COFry D TO A PERSON OR RITITY OFFER THAN TIE F1NX, N TRRLTN CASE WE DO HEREM DEDICATE AND CONMY SMH jTIFFLS. FASEHEMI OR TP/LT` TO WE PERSON OR WRTY IDEyRT[T AND FOR Ti PHI STATED. IN RFMESS *KAEOF WE SET CUR HAGS AND SEALS. 1®5 DEVEIDPMETT CORP.. A IT4Nw6TON CORPORATION kA:T1PMDTON FEDERAL SAVINGS AND LOAN A55DCNTDH BY: BY: R5: 0: ACKNOWLEDGMENTS STATE OF WASHM;ION I Ss COUNTY OF I CFATIFY THAT I KNDW OR FATE SATISFACTpN E MWCE THAT 5 THE POMM WND NWPEAREC BEFORE LE. AHO 1WD PERSaH ACKIIORLEDCEO THAT (SALE W-40 THS NSTRUTAFNT, ON OATFI STATED (S)HL WAS MYTH ED TO EJfE" THE PrMWETT AD ACKNOWLEPOM R AS WE "' KBs CEWLOPHENT COP. TO BE THE FREE AND VOLUHITRY ACT X 9TY DCH PARFw AHE U5ES MMD PVIPOSES WLKT* W IN THE INS UTAENT. DATED WS _ DAY 0 2D13. H0IAATY RUBLE: w AND FOR MF SLATE 0 W RtcTON RE90NG AT PRINTED HALE CO"Is" EXPIRES STATE OF WASHINGTON! I SS C0.AH'Y OF I CEROY TAT I KNOW OR INYE SATISFACTORY UODEHCE THAT 6 THE F9F�O4 MVD APPFMEO -EEYE, AMC SMO PET50N ACKTDWIEDGEO THAT (S)K WAND THIS 1057MVAEHT, ON OATH STATED (S)FIE WAS ALTHCRIZED TO EXECUTE TUE RISIRUNILK AND ACKMOWLEO,ED D AS THE OF WASW4MN FEDERAL SA,MNCS AID LOW ASACATDN TO BF THE FREE AMO WOLNRARY ACT O SUCH PARTY FOR THE USES AHO PURPOSES C` N rTE 06MURAERT. DATED TIPS COY CIF , 2012. "MART RVBLC N AID FOR THE STATE OF WASHN TON RESORAC M PRINTED MAZE COMM195KE4 E]Ef1ES_ _ _ EASEMENTS AND RESERVATIONS AH EASEMENT IS AMERY RESERVED FOR AND CRA7E0 TO RICET SOUND ENERGY. HEY TELE ISDNE CONIFAW, AMT CABLE CC~ AND TE COY OF REJROM IIn TEN RE5PFc1VF SUICCESSpt" AAD ASSDNS, UNDEM Amo lIA]M THE E)TER*R 10 FEET, PARALLEL WRH AMO MADNP9C WE STREET FRONTAGE OF ALL LOTS. TRACTS 410 YMCELS N WHICH TC INSTAL, TAY. CCNSTFN , WEAKER. OERATE ANO HAJIMAVN UNRNCROOM C0RW1F5, MARS. CABLES AND VARFS'ATTHNECE59AM' FACILFTLS APA OTHER JCRRAKMI FON TE PURPOSE Or SERANC THIS SUBONLSKw AMD OTHER PROPERTY MIR ELECTRIC. TELEPHONE. TV. `RATER. SEWER. PUBLIC ND REBATE STORM DRAYAGE. AM GAS SERVKF, TOGEP," WITH THE WK TO ENTER VPOVI TE LOTS AT ALL TOES FOR THE MIPOSE HEREIN STATED, IO ORES ON MHU FOR THE TRANSOSSION OF ""ZrCUR RENT. TF1114DME W CABLE N S BE RACED ON BE PERNEM TO BE PLACED UFUT M ANY OTT UNLESS E SHIRE 5WLL K VNpeiAGRgRiO OR IN CONO.T ATTACHED TO A BVUW. RESTRICTIONS FOR CRITICAL AREA TRACTS AND CRITICAL AREAS AND BUFFERS DEDICATION OF A CRITICAL ,AREA TRACT/S WJM AREA AND BUFFER COTTYS TO WE PUBLIC A BENEFICIAL MEREST IN THE LAND WCMM THE TRAIT/019T1CAL AREA AND BUFFER THIS MEREST IN URS TIE PRESEIDATON Of MAINE VEGETAWAI FOR ALL PURPOSES 1TIAT BLMTIT THE KKA HEALTH. SAFETY AND WELFARE. NCLIOFIG CRTROL OF SMACE WATER ARID EROEAON, MMPE7WAE OF SLOPE SABEFTY. AD PROTECTION O PLANT AMO HEWN. HABITAT, TUE CRIRI:AL AREA TRACT/CRITIGL NEA AFD BUFFER IMPOSES IDpON ALL PRESENT ANO FTTIIRE OMMERS AND CCCLFERE OF WE EA SUBJECT TO THE TRACT/CHMAL AREA AND BJFFER WE OBLICATDN, ENFORFiAR-E OE 8EH4r OF TRE PUBLIC BY KAC CWMIY. TO LEAVE IADI5ILMBED ALL TREES AVB CONS VEC TATION ATFIN WE TRACT/CRHBGL HEA AND "TER. THE VECEIATnN wTMN THE TRACT/CWXAL AREA MOD NFFFR WY NM ME CUT, R HLID, COVERED BT ILL REMOVED OR GARAGED WRFDLTI APPROVAL M 114 nHC FRED ME COYOF RENTON DEVELOPMENT SERACES VF FQ 1 OR TIS SUOCE.'S'SOP AGENCY, LMh-E.".. OTHERWISE PRONGED BY LAW. THE UOYWDN BOVMIART BEPREEN THE TRACT/CRmVL. AREA ANIC SUFFER MND THE AREA 9F DEYELO'METIT ACTrn MUST BE ARROW Of OTHGVtSE FLACGED TO TE SATISFACTION OF M a RF410H DEMLOPIENT SERVICES OYSDIA PRICK TO ANY CLEANIWC. CHAONG. BNl6NO CONSTRUCT" OR OTHER DE'F1-O W ACTNTY ON A LOT SVBACI TO THE C FCC AREA 1PA4T/CAIINC L AMEA AND BVFFER- WIF RECURRED MARIOIO OR FlADGMFG 5MALL KIANK IN PHAGE UNRL ALL D061O FM PROPOSAL ACTVITES IN THE 1'CMTT OF THE SMIDE AREA ARE ZDKH ETFD. NO BUODRIG F MDAHCMS ARE AELOAEO BEYOIO THE REOJIREP 15 -FOOT RU$LOHG SETBACK AREA, 11P LM Q`+0?W15E PIIONOEC W LAW. CITY OF REMTpH WYOR EM61INED AND APGNOAED THIS DAY OF . 2012 VTY CLERK OVAIIIEO AD A'PWYEC THrS_ . _RAY OF 2012. CRY OF AE00N FINARCE ARECIOR 11EMIJEBY CaFTRY WERE ARE ALO DETNOOLIENT SKCAU ASSESSaFNIS AND ALL SPECIAL ASSCSSLnrS CERTIFIED TO THE CRY TREASURER FDR COLI -E0004 ON AAY PROPOM HEREIN CONTAINED DEDICATEP EOR STREETS, AM M OF OFF" PU41C USF ARE PAJO N FULL EAw,fD AMC APPROMED T45 -DAY OF , 2012. KING COUNTY APPROVALS KING COUNTY D�pNT1ETT OF ASSES960n EXAMINED ARE AFMOOM THRS--- AAT OF2012. Kwc COATY ASSESSCw TkP11TY BRIO EOUNTY ASSESSOR 3C000NT MN U M: 032305-9070 E 032 70 5-9 234 KRD 0M1XIY FINANCE DIVISION DOTTFYJDE I HEIMEBY CERTIFY DAT ALL PITOPERTY TAXES ARE PAID, TNT DERE ARE HO CEUNOIENT SPECIAL A99ESSMFFFFS CERTIFIED TO THIS OFFICE FOR CCL LEMXON NO TNT AIL SPECIAL ASSESSYEMFS CERTIFIED TO TMS OFFICE FOR COUECURDM ON AHI OF TRE PHOPEWIY HERON ODNTAMED. DEDICATED AS STREETS, ALLEY'S OR FOR ANY OTHER PUBLIC USE. ARE PMD IN FULL THIS DAY OF 2012, wAmocs. kw, COIIML' n mwE BORSCH LEFLITY PLAT NOTES 1. THE ARTICLES OF INCORPORATION FCR THE WNDSMOFE IFON[OM61M ASSOCLATKIN 5 ON FILE 'PITH TE STATE OF `R RMGTON IN OLYWIA 2. TRACT 'A R A PARK TRACT AMD IS HEREBY' CONVEYED TO TFC HMEOWERS ASSCQkI1ON IDENTIFIED IN NOTE 1, ARCOT. FOR ORNERSHP AND HWrEMAHICE PLWVSU. J. TRACI Y IS A STB.W k BUFFER (CROKAL AREA) TRACT AND r HEREBY CONVEYED TO THE HOMEOWNERS ASSOCIATON gENTFED IN ROOF 1. ABORT, FOR pW1ER:iRP IAO 1140NIR4AM[E PURPOSES, A- TRACT 'C IS HJ Accim TRACE AND 5 NLTEBY OOFAEYTO 10 TFIL HDWEOVRER9 ASSERTION DQIRFIED N NOTE 1, ABOVE. FOR OWNERSHN AMD MAINTENANCE PLRPDSB 5. ALL WAMRJME EASpAENIS (ML) ARE HEREBY CONVEYED TO RING COUNTY WATER DI$RRCT N0. X FOR WE PURPOSE CF SU NW TOS 5UBOMS9DM VIII OTHER PROPERTY A" RATER SEANCE, ALSO SEE 'El{EEJRS ARID RESERAATENS', AT LEFT 8. ALL SANITARY SEVER EASEMENTS (SSE) ARE HEREBY COYVEIED 10 THE CITY OF REN70M FOR THE PURPOSE OF WNW IMS SUWNF.DN NAD OBER PROPERTY wren SEWER SERAx ALSO SEE-EASEmEMR IMO RESFTNATO'S'. AT LEFT. 7- AJI, UTLTY EASPLENIS (UE) ARE HEIi[HY RESERVED EQUALLY To ALL UTLJTES, BOTH PVBJC AMC PRNATE, FOR CWKRSNP AMD MAINTENANCE PURPOSES. ALW SEE 'E.ASEIIFNTS AND IESIXVATKXMS', Al' LEFT. e. ALL BUEDINC COMISPuvrs, FO71NC DMEIS, AND uRAW FAN ALL RFPERAM SURFACES SuCH AS PATI35 AND DRVFmVS 9HA11 BE CONNECTED TO THE PETEVVE/FF SIAM DRAM OCTEET AS SHOMN ON TE APPROVED CONSTRUCTION DRAWINGS 1384W ON FEL WIN THE CITY OF RERTUH. THIS PLAN %%L BE S1SOTTED WM THE APPLICATION OF ANY 9JlD1MIG PERMIT Ali CRNECTIpIJ a TIE DRAMS MUST BE COSTRUCTm AND APRHOVEO PRIOR TO THE FINAL 9AlDPAC WWKTOH APPROVAL FOR WDSE LITS TAT ARE DE9GH= FOR 111 n LCT INFILTRATION SrMN6. THE SYSTEMS SHHL Of COMITRDCIED AT THE TOE OF THE B11lDW PERJFF AMO SFAII. COMPLY WITH PlAARS ON FILE 9. TRE mfucw CFI BVBSEWEM ORI4ET SMALL COMPLY TOH THE AFPLJC BLE CRY OF RENTOR TBYTC L TTICN TICE SCUEINVF 0 A4UG4L wAcT FEE SQIEDLLE N PERE AT TIE OF FEE PAYWOR THE ARFTJC/AT SANLL PAY TUE YFIGATXIN OR BRACT M AT WE TRE OF BAIDRIG PDIMT ISSUANCE. THE FEL PAA %qi BE THE ARGON N EFFECT AS OF THE MIT OF RUIN n KRUFT APPLICATOR. 10. LOTS *TRW THIS VABONLWN ARE SLALKE TO R Ofl "ICPAL COOL 4-1 -1 EO, WINCH NOOSES MPACT FEES TO FUND 541DOL 5TSTw RWAVA D -M HFEDEG TO SERVE NEW OEVELOPWNT- AS A CON IW OF TIHAL ROA, POE OF TRE RJPADT FEES DUE FOR WE PLAT SWRI.L BE ASSESSED ANO COLLECTED I MENATELY PRIOR TO WE IECORDNG, ASHG THE FTE SCHECLu.S. N EFFECT RREI4 THE PUT IkEOD S n APPROVAL THE BLLAVNCE OF THE ASSESSED TIFF SMALL RE AL = E Y TO THE OWE11JMG UIN9 N TE PUT AVD SMALL H cDLLLCTC PRIOR NO TE BuLDNG PERRIT 1551DMCE_ II- FACH LOT OWER SHALL MWM TREES LOCATE➢ ON THE OWNER'S LOT AMU INOSE TREES W H WE STREET RON-OF-WAY ANITNC THE DWNR$ LOT, UNLESS WE CRY OF REMICM HAS ADOPTED A WHIPRO~MCE PROTREES SHK" TO BE RETUNED SWLL BE WVINTAWE) BY THE RMRE OWNERS OF THE PROPOg_p LOTS. 12, THEME SYA.L BE NO DIRECT VEHICULAR ACCESS TO OR FRW SE DEMON-I55/quAN ROAD (SR 900} FROM TDSE LOTS WFM7N ABUT T. 13, PROPER WITFN9M THIS PLAT IS SUBJECT TO WHICH AME1nNEMT TO DECURATADM OF MnCTNE COAMKIS EOR TRE PUT OF 51OME RODE (ANA WINDSTOT), RECOPOED UNDER RECOICYNG HUMBER 2012__,_ _- TITLE NOTES: LNG1G0 TTE ISL ANCE COWAAW PIAT WMF&TL ORDER 1351300. DATED SEPTEMBER 44. 701X. 1. EASEMENT AND WE FORM AND CONDITIONS M REOF 10 PACIFIC TELERIONE AND TELEGRAPH O0. P1IRIVSL RIE R1GNT 10 REST AND, WWNrAIV POULS. WITH MECCSLARY RHES AVD TEATAES '!AS CpISIRlIC1E0' RECORDED _ S19rFUTFn 24. 1917 RECORDING N0. 1192Ep--4Ej.WEF) 2, R'SfRAX40RS AND EXCEPTIONS CONTAINED IN DEED F�BE v RR OROTIC RAILROAD COMPAMU TESEIMIC HID EKcEPURAC FROM SAB LANDS SO MUCH OR SUCH POIICFS ,RAY [E 4YmiA LAIRS AI CONFIRM COVE OR NAM. AMD ALSO THE USE AM RE RIGf1T AMD TRUE TO ND AS TAY RE K[fSSAIO' ITB GR0.M OPTRADOMS AND TIE RIGHT OF ACCESS TO SUCH C �..1(REWAL 1AM05. NCLUOINC LANDS C.pITAHNG COAL OR RCN, Rpt THF F'HRPOSE 0' LAPLOIRNc. dMM[IP��RENH�E�. RECOHpNG NUMBER, 342932 (BLWIET)�M,� 3. EASPIENT NFD TE TERAS AND C6IXTq/15 MEREOF TO PUGET WORD "ER 6�J'"T" CA!APART'�' f PVR11OW: ELECTFK LRF OVER TE FASIEHY 5 FLET DESCRIBED RECDR06: DELFL[ER 9, 196ERECORDING PRAISER: 9 36 (TO BE RELR1IXIl9HED PUT RECORTRn) 4 SENSONE AREAS NOTICE, NCLUO W TUE TRIS An F: NECOME,.. APAL 3. 2002 RECORDRAC 1RMREW_ 20W0Ej f� 5. NUDCE Of ON -SBE SEWAGE SYSTEM WyF AT M AND W HTIE AHCE RE00RERPfI�i PCLLA114C TIF TERMS AND 1'404610145 T OF: RECORDED, APRIL 17, 2002 4, �REGFI(INBET: 200204 3 70014 85 (BLANKET) 6 CO\EMAR TO BEAR PART OR All 0' 90$T CV.UGH4IRIJC3Y91 OR REPAR O EAS04EW [PANTED OVER AOJACFMT PROP"M FOR STORA DRIFIAfd RECORDING NUMBER. 2000092R001123 .. '' !. COY OF MENTON, WA5HA1CTON ORORKMCE NO. 5665 ANF}ATIOH. RIILVM1�M IE)[I ±I{ID TR0%SIOMS THEREOF: RECORDED. 3JLY 11, 2012 PECORCRA 11UA1BET: 20120]!lO061� I )) B-1'. RIOT APN-rm [ m BE sIDrAI OR SURVEY. ``-=!A JOB NC. 12365 5. uro Barghausen �5 I ASyf Consulting Engineers4inc. CMI FgW*e&g, LDIM Pbrin Ig. 9rMirg, U viral ki S"m 18215 72nd AN.- South KNRI, WA 95032 Tekph O: (425} 251-6222 NRK: (425) 251-8782 e �w PORT. SE1/4 OF SEW, SEC. 3, T2305E, INA NA1 TE S�4 L4 F9APTkW 11M*012 SHEET 2 OF 3 WINDSTONE DIVISION 5 BEING A PORTION OF THE SE1/4 OF THE SE1/4 OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE CITY OF RENTON, KING COUNTY, WASHINGTON KCSP 4BW171B VOL. 54, PG. 28 1 WIVE TABLE STONE R)DGE VOL 23C POB. 61_65 1 I 7AAGT A wCORTEX LI/I gt/{, SE114 ff 22.99' 47.92' Ir2Y39• RFC. NO. 20051020000337 I 9 TRACT H 17. M. 35.44' XMIN 3 NO 1/2' MLBkVUP LS 179q 3865 n1'x W 7A6EAR1' no 1/2_ Rm6/CA° Ls 7.2.76 , 3*0 32 TT 23.00' 756556' 1.7W'GT"Y 2515#' TIO 1/2• IE&Rtjw 9101' 21" 17.37 0.3 P6-36' L5 x2114 ,7115n 0.9'5 C6 2/1.14 56.66' � � ' V_1 � I ,EMB OE RR6P COR $ 1 4516'30 a U jiO6 PIN LO $. 1 pAlm IQ 52,51' 56.0 {2,26' 50.96...{6'21'31' 71'7607 [10 14.54' 25.110' oro AiezR 6 Asxc.) CII 21 sr 100.66' iZI F16• 012 =31- 160.6' I 1704'07" 73o'42T 95.02' X21'55'5471 i )1 w.7e' ry 50656'297 $ 2 'A� }1�6ii51 KCSTRACT AAIB REC. NO 870923 1 174 ANT{9'97ii 65. 1' 56736'42 95.02' 1l'1 S w TRACT 3' %Flak s1REAI 1 1`' _ S SM la = 1, 7,7, FF i " WAN 1C Di 30. AM ` L4JIM x 1 R Sa730'4 'T 97.02' •�+`�l FN749'07-W Pe S2LG SB 27. I 4 110 l 58730'4 9162' ® 61'E '�' 11 s'3 se6.34 i6E g rsz .m 7T yJ 29.00' 1 � r:5 ),�♦ 1 t3 5'21744'07t 17.1' cT 7.DrO s 7 KC5P 594164 REL. NO. 8709231174 571730. FT ` 35 - 5' L519T. 4 ` e �y BEC. u TO . NO. 110. y0w,139 BE T0.IFLAT AIf] _ nPL.ATTED FT PF" t r rvAr/ SHM 3 OF 3 LUA uc Lai TABLE Lw I I£Mef1+ BEMSG Ll 300' N75.55'19'E L2 a =0'19-E u 15.0' SSS0T19'E E4 >D.}i' 16703'197! L5 19.09 srivi-w uNFLATTEG h � f '01 ZIP UNPIATm 1 `" 4G yr " 1'g 4►� N y ' . It%UNPLATTEP� S..i E i 1. NSE3rx1'E -7- I i A TwN6 IF019AEN1 As xaTFB S } CITY OF ROMA SIAMW M COM1LW TO BE so AS s cu'En I wT rix I 0 20 4D 6a I . (SEE PLAT xOiC s„ I KC9P 778093 SSE PUBLIC yAaTARY Stw, t'squ ' ; ! r REG. NO. / (SEE PLAT MOT[ 6. sFw 2) _ 5�E: 1 40' 7903280990 LIE 1T618y USE33E7B SSC RAC NDIC 7 AIO -. 3 T75E1[TRs MN R�Md1fA5', 9KE'f 2) " c �._ �• Opp00 ro6REs As PBvvCD 6r t14L cNr I f TREES TO BE RETANED SURVEYOR'S NOTES � JOB NO. 12365 1. HO ?2 & OAT N/w.� OF BEAR"Z 5 THE SOL LINE OF THE WVW..X7 01JARIER a SECT 3. TOMNSHP 23 HORTH, 1MAIGE 5 E/S. p6 ry` '+ 9t M.N., TAKER AS MOM a6'12'1a- RESP. BE/Ac TE BFAFa.'C BEM1YF[N TONG C61a0Y 57 CORTROL A10MMERT9 2602 (9E CORRR SECTON S) l. pargahausen Alit 2605 AS CORNER SECTION 31, 6lSi➢ IIPON NORTH kMOWMi MH1M OF 1967 - EMO 65(91) - Y P4MTM SATE PLNE 0W0MATE tl SYSTLN. NORM 2ORE �. TAS#, Consulting Engineers,inc. 2. TH15 IS A F.ELD TR AW 135910 A 'iRMBiE 560' RDBCTIC TOTAL 5TA710R AVC TOPCON CR3 CPS M1TH A 705 RMCER' OAA CLLECICR T^ Crril fnpneering. LUId Pkm:.g. $.Ni np, Enr Poementd Suvice SwRElaER AVH k1F1D NOTES Wry PERFMIMEO. ESAR1TSHM0 THE AN 6V 1M, DWANCE, AND VER AL RELAT06-PS BF%M THE 60WRTs. 16215 72nd A- S -1h Kant, %k 96012 PROPERTY LINES. r3O IOPO[RwMG FTAT111TE5 AS SRORH HEREON. THE RE51A714G DATA MEM M 1ACLECS THE 5TA4LVJM FOR LAND BOONW1 TekpT,6na ({25j 251-6222 FW' ({25) 251-8762 WC AS SET FORTH M WAC 332.130-090. B Aw PN p['�/ /T� {1 SEC. E1� Iy y+ 3. U11.E55 OT2ERw5E NOTED. ALL BACK LOT 110 TRACT CORNERS Yak BE 5TARm 61iH A 1/2 -WLR BY 24 -NCH REEM MRH PlAti llC C P 1E .�1 PNT. SEN VF SENT SEC, 3. T2305EI TI.RI. ± NM65LO 'Ba 45739' AS TUT CONSTHIICTION 1E (1)UPLETED, LOT AND TRACT CCP3(AS AWTI91G STREETS 6ERE NOT SET. THE STREETMARO 'P41 LAND PROAECT1011 OF THE LAT AHO/OR RKT LASS IRLL 8E REEFFENCEO W A W5011RY NAIL SET AT THE BACK CE THE 4768 AT NO 5PEOM OSTMCE 9A4Nw 162420,2 SHEET .`3 OF 3 TRON T4; 77711E CMNER. WIVE TABLE CLR9E I LOGIN NAt•E dEFTA Ci 22.99' 47.92' Ir2Y39• C2 17. M. 35.44' 1 1606'13 C3 32 TT 23.00' 756556' C4 MOD' 4560' 560t'2r C5 32.60 45.0' 4145'75• C6 2/1.14 56.66' 2764'26• C7 9.91' So.6' 4516'30 cs C9 52,51' 56.0 {2,26' 50.96...{6'21'31' 71'7607 [10 14.54' 25.110' 3731'3a' CII 21 sr 100.66' iZI F16• 012 =31- 160.6' I 1704'07" uNFLATTEG h � f '01 ZIP UNPIATm 1 `" 4G yr " 1'g 4►� N y ' . It%UNPLATTEP� S..i E i 1. NSE3rx1'E -7- I i A TwN6 IF019AEN1 As xaTFB S } CITY OF ROMA SIAMW M COM1LW TO BE so AS s cu'En I wT rix I 0 20 4D 6a I . (SEE PLAT xOiC s„ I KC9P 778093 SSE PUBLIC yAaTARY Stw, t'squ ' ; ! r REG. NO. / (SEE PLAT MOT[ 6. sFw 2) _ 5�E: 1 40' 7903280990 LIE 1T618y USE33E7B SSC RAC NDIC 7 AIO -. 3 T75E1[TRs MN R�Md1fA5', 9KE'f 2) " c �._ �• Opp00 ro6REs As PBvvCD 6r t14L cNr I f TREES TO BE RETANED SURVEYOR'S NOTES � JOB NO. 12365 1. HO ?2 & OAT N/w.� OF BEAR"Z 5 THE SOL LINE OF THE WVW..X7 01JARIER a SECT 3. TOMNSHP 23 HORTH, 1MAIGE 5 E/S. p6 ry` '+ 9t M.N., TAKER AS MOM a6'12'1a- RESP. BE/Ac TE BFAFa.'C BEM1YF[N TONG C61a0Y 57 CORTROL A10MMERT9 2602 (9E CORRR SECTON S) l. pargahausen Alit 2605 AS CORNER SECTION 31, 6lSi➢ IIPON NORTH kMOWMi MH1M OF 1967 - EMO 65(91) - Y P4MTM SATE PLNE 0W0MATE tl SYSTLN. NORM 2ORE �. TAS#, Consulting Engineers,inc. 2. TH15 IS A F.ELD TR AW 135910 A 'iRMBiE 560' RDBCTIC TOTAL 5TA710R AVC TOPCON CR3 CPS M1TH A 705 RMCER' OAA CLLECICR T^ Crril fnpneering. LUId Pkm:.g. $.Ni np, Enr Poementd Suvice SwRElaER AVH k1F1D NOTES Wry PERFMIMEO. ESAR1TSHM0 THE AN 6V 1M, DWANCE, AND VER AL RELAT06-PS BF%M THE 60WRTs. 16215 72nd A- S -1h Kant, %k 96012 PROPERTY LINES. r3O IOPO[RwMG FTAT111TE5 AS SRORH HEREON. THE RE51A714G DATA MEM M 1ACLECS THE 5TA4LVJM FOR LAND BOONW1 TekpT,6na ({25j 251-6222 FW' ({25) 251-8762 WC AS SET FORTH M WAC 332.130-090. B Aw PN p['�/ /T� {1 SEC. E1� Iy y+ 3. U11.E55 OT2ERw5E NOTED. ALL BACK LOT 110 TRACT CORNERS Yak BE 5TARm 61iH A 1/2 -WLR BY 24 -NCH REEM MRH PlAti llC C P 1E .�1 PNT. SEN VF SENT SEC, 3. T2305EI TI.RI. ± NM65LO 'Ba 45739' AS TUT CONSTHIICTION 1E (1)UPLETED, LOT AND TRACT CCP3(AS AWTI91G STREETS 6ERE NOT SET. THE STREETMARO 'P41 LAND PROAECT1011 OF THE LAT AHO/OR RKT LASS IRLL 8E REEFFENCEO W A W5011RY NAIL SET AT THE BACK CE THE 4768 AT NO 5PEOM OSTMCE 9A4Nw 162420,2 SHEET .`3 OF 3 TRON T4; 77711E CMNER. wm� Nix 91ji R Aix 9 4 IM I J! g 1 11 All �.0 s• ya � - v..a.v, sriw+s PLAT OF WINDSTONE DIVISION 5 1111 1Jill 1pi a ai� Ru il;" ilI Will er i09124 Ili y all; hPIg a� A!' is n ' 19�a l x it jig xr iJill p{fty 11— M T I — MTI H Higj1ci1j51141�=' i ji EIR, 6 � a� 4 n�F1 RIA Ilaqd z Us all; a r D CD n m M j� A co } D m Z u Z 4 xo CO z (A o m 1 'Y 0 Ir 14 0 u PLATOF WINDSTONE DIVISIONS i \ rs� BRINE s I ps E 3- > > n .'. V ga - dp 91 -1 R� "U 4v m I, '4 gZ n a�ys �L D .. 0 6 �ifHHl Plpj PR In r C 74 All - SRO a , E PLAT OF W€NDSTONE DIVISIDN 5 A Carr -" un ooh®a SD 1 �j fill I'llg I q R d 6 . � a >5 � g • u •• Carr -" un a � m m N � I Z 0 m z Q coD U r D r z 1 ft a � m m N � I Z 0 m z Q coD U r D r z T —4 2 x Elfi ,�j� if � , %QN1 ;NA 1113 �; 11 138 31T:4-: M 'Ail A all 110 oil I p !11 4110 OR Yx FM -7 �F PLAT OF WINDSTONE DIVISION 5 $4, lh� 114', 1M, p X5 9 IR IRM Oil,2f 'All -1 x 11 Ali Un �1 .,pfxj -4 $11WA M1 r1i 1144AIM Rim IN21, PIN. 3 Mo 1H 17 � I �jj� FE Nil. I p r J51 Ax pod- igq y Ali 01 o F1 F I T9 L ft� kA In 0 u m z Cf) u 0 > �aj 0 m z C51) > u m D z 9 m cn z C) U m 10 FRJJET I E PLAT OF WINDSTONE DIVISION 5 rod w ni AN etcet K� I poor V a ® cr: 1 s ®eC)d6 -. a ea�ti� po®cfv '-' � !'�� i r ®o � • ®o � c� o EE eeO fi yp y p y y 6 Fl rhe 7f u k1 v 11 8 19 ni AN etcet K� aawccr r:we urti PLAT OF WINDSTONE DIVISION S 01M I Al glMl I AAAOil x $ e INN A I r�r rax.c _ RR;ggA� d r WOE I r�r rax.c _ RR;ggA� d Denis Law Mayor Community & Economic Development C. E. "Chip" Vincent, Administrator November 7, 2017 Kolin Taylor KBS Development, Inc. 12320 NE 8th Street, Suite 100 Bellevue, WA 98005 SUBJECT: RELEASE OF ASSIGNEMENT OF FUNDS ACCOUNT #316-902039-7 WINDSTONE V / LUA12-093/LUA12-064 Dear Mr. Taylor, This letter will serve as authorization to release the Assignment of Funds Account #316-902039-7 held on account at Washington Federal, issued to KBS Development, Inc. on August 22, 2012 in the amount of $10,642.12. This item was posted to the City of Renton on behalf of the Windstone V project. Enclosed is the original document for your reference. if you have any questions, please contact the project manager, Matt Herrera at (425) 430-6593. Sincerely, (�--1 Jennifer Henning Planning Director Enclosure(s): Washington Federal Assignment of Funds Account #316-902039-7 cc: Matt Herrera, Senior Planner Vanessa Dolbee, Current Planning Manager 1055 South Grady Way, Renton, WA 98057 • rentonwa.gov iF-AtS J] (:TM6,Nr-.,P%4 Ni LETTER OF TRANSMITTAL TO: Rocale Timmons - Senior Planner City of Renton - Community and Economic Development 1055 South Gradv Wav Renton, WAW 98057 RE: Windstone V - LUA12-093FP DATE: September 16, 2014 SENT VIA: Courier Deliver PHONE NO.: OUR JOB: 12365,19996 Quantity Date Description 2 copies Year 2 Mitigation Monitoring Report dated August 28, 2014 For your review. cc: Chip Vincent - Director CED City of Renton � f r Signed z J Sandy Bailey Project Coordinator 9996.006.doc 132' 5 72ND AVENUE 5,OU-H KENT. 'NA 9W 3? (42ij ?�)1-EA 10 i ;25'� 25" -P782 FAX WV%Vi_N0V.45 7A.RDEV.t;0M CHAD ARMOUR, LLC August 28, 2014 Job No. 12-002 KBS III, LLC 12320 NE 8th Street, Suite 100 Bellevue, Washington 98005 Attn: Mr. Kolin Taylor Subject: Year 2 Monitoring Report Windstone Division V Plat Renton, Washington Dear Mr. Taylor: 775 Greeley Drive Nashville, Tennessee 37205 (206) 963-6514 chadachadarmour.com We are pleased to present the results of our second mitigation monitoring report for the above -referenced property. The purpose of the work is to satisfy local compliance monitoring requirements for mitigation. BACKGROUND INFORMATION We understand that KBS III, LLC (KBS) prepared a mitigation plan (Plan) for the Windstone Division V Plat (site) to off -set impacts when a water line was installed under a non -fish bearing stream.. The site is located east of Lyons Avenue NE in Section 3 Township 23 North Range 5 East in Renton, Washington. To offset the associated impacts a total of 30 square feet (so of stream and 1,290 sf of buffer were restored by clearing a thick tangle of Himalayan blackberry shrubs and installing native trees and shrubs. PERFORMANCE STANDARDS The objective of the restoration effort is to restore the integrity of the silt -bottomed streambed and enhance the associated buffer. Specific evaluation criteria used to judge the success of the Plan include: 1. Year 1 — 100% survival of all installed trees and shrubs,- 2. hrubs;2. Year 2 — 80% survival of all installed trees and shrubs; 3. Year 3 — 50% cover for trees and non-invasive shrugs; 4. Year 5 — 75% cover for trees and non-invasive shrubs; and 5. No more than 15% of non-native invasive plant species (e.g., blackberry, reed canarygrass, etc.). 2014 RESTORATION AREA OBSERVATIONS Chad Armour, LLC (Armour) visited the site on August 4, 2014 to assess vegetation on the mitigation site. To assess mortality, we counted all of the trees and shrubs. We also estimated the cover of native trees, shrubs, and non-native invasives. C:/Jobs/KBSlll1Windstone V/2014 Mon Rep.doc 1 08/28/14 Chad Armour, LLC Windstone V Mitigation Monitoring Report Renton, Washington Survival Rate KBS III, LLC As indicated on the following table the survival rate for the installed trees and shrubs is 73%. Shrub mortality exceeded tree mortality. Table 1 - Plant survival rate on the on the Windstone V mitiaation site in 2014 Species.... Scientific Name No. Observed Alive Survival Dead Rate Trees big -leaf maple Douglas -fir Acer macrophyllum Pseudatsuga menziesii 15 8 13 2 8 0 87% 100% Tree Survival Rate 23 21 2 91% Shrubs baldhip rose hazelnut oceanspray Rosa gymnocarpa Corylus comuta Holodiscus discolor 22 26 24 10 21 17 12 5 7 45% 81% 71% Shrub Survival Rate 72 48 24 67% Total 95 69 26 73% a baseline for future evaluation. b includes volunteers Plant Cover Native trees and shrubs currently cover 23% of the mitigation site (Table 2). I MAUL - 1"Idlll UUYCI UI1 L11C YYIIIUbAU11C V I111L19CALIU11 W III GU IIt Species Scientific Name Cover Trees big -leaf maple Acer macrophyllum 3% Dou las-fir Pseudotsu a menziesii 4% Tree Cover 7% Shrubs baldhip rose Rosa gymnocarpa 2% hazelnut Corylus comuta 6% oceanspray Holodiscus discolor 8% Shrub Cover 16% Weeds... reed canarygrass Phalaris arundinacea 11% Himalayan blac berry Rubus armeniacus 72% Weed Cover 83% Tdtal Covet 106°x6. Reed canary grass and to a greater extent Himalayan blackberry have come to dominate the mitigation site. Small clumps of blackberry dominate the stream channel buffer at the lower end of the mitigation site. Several large clumps of blackberry are in C:lJobs/KBSIIINVindstone V/2014 Mon Rep.doc 2 08/28/14 Chad Armour, LLC Windstone V Mitigation Monitoring Report KBS III, LLC Renton, Washington the process of crowding out competing plants further up the slope. Reed canary grass is also problematic in the middle of the mitigation site. Native plants are more common than weeds on the upper portion of the mitigation site. The ground layer is relatively thick with several species of grasses. Herbs are common in the riparian zone (Attachment A — Photographs 1 & 2). CONCLUSIONS The surviving trees and shrubs will expand their crowns in the years to come. To satisfy current performance standards more plants need to be installed. This action will help increase tree and shrub cover, and the potential to meet an important year 3 standard. Weeds are far too common and need to be pushed back. RECOMMENDATIONS This summer weed whack the reed canarygrass and sever the blackberry canes as close to the ground as possible up to 10 feet beyond the mitigation area. In the early spring treat the canarygrass and blackberry with herbicides, remembering that overspray can retard the growth of desired plants. About a week later install big -leaf maple trees (6), and oceanspray (10) and hazelnut (10) shrubs. Two of the maples can be installed along the lower edge of the upper and middle sections of the site. The remaining four maples should be planted on the southeastern portion of the lower (riparian) part of the site. The shrubs should be interplanted among existing plants particularly in areas dominated by blackberry and reed canarygrass. Favor oceanspray on the northern edge of the site and hazelnut further to the south. The central slope will accept more plants than the dry upper area and moist riparian zone. LIMITATIONS Work for this project was performed, and this letter report prepared, in accordance with generally accepted professional practices for the nature and conditions of the work completed in the same or similar localities, at the time the work was performed. It is intended for the exclusive use of KBS, LLC and their assigns for specific application to the referenced property. This report is not meant to represent a legal opinion. No other warranty, express or implied, is made. C:IJobs/KBSIIINVindstone V12014 Mon Rep.doc 3 08/28/14 Chad Armour, LLC Windstone V Mitigation Monitoring Report Renton, Washington KBS 111, LLC Any questions regarding our work and this report, the presentation of the information, and the interpretation of the data are welcome and should be referred to the undersigned. Sincerely, Chad Armour, LLC Chad Armour Principal Attachment A — Representative Photographs cc: Rocale Timmons, City of Renton Wayne Potter, Novastar Development CJJ obs/KBSI I INVindstone V/2014 Mon Rep.doc 4 08/28/14 Chad Armour, LLC ATTACHMENT A Representative Photographs C HAD ARMOUR, LLC 6500 1261'Avenue S.E. Bellevue, Washington 98006-3941 (206) 963-6514 chadifthadarm our.com November 6, 2013 Job No. 12-002 KBS III, LLC 12320 NE 8th Street, Suite 100 Bellevue, Washington 98005 Attn: Mr. Kolin Taylor Subject: 1s`Annual Monitoring Report Windstone Division V Plat Renton, Washington Dear Mr. Taylor: We are pleased to present the results of our 1" annual mitigation monitoring report for the above -referenced property_ The purpose of the work is to satisfy local compliance monitoring requirements for mitigation. BACKGROUND INFORMATION We understand that KBS III, LLC (KBS) prepared a mitigation plan (Plan) for the Windstone Division V Plat (site) to off -set impacts when a water line was installed under a non -fish bearing stream.. The site is located east of Lyons Avenue NE in Section 3 Township 23 North Range 5 East in Renton, Washington. To offset the associated impacts a total of 30 square feet (sf) of stream and 1,290 sf of buffer were restored by clearing a thick tangle of Himalayan blackberry (Rebus armeniacus) shrubs and installing native trees and shrubs (Attachment A -- Photographs 1 & 2). PERFORMANCE STANDARDS The objective of the restoration effort is to restore the integrity of the silt -bottomed streambed and enhance the associated buffer. Specific evaluation criteria used to judge the success of the Plan include: 1. Year 1 — 100% survival of all installed trees and shrubs; 2. Year 2 — 80% survival of all installed trees and shrubs; 3. Year 3 — 50% cover for trees and non-invasive shrubs; 4. Year 5 — 75% cover for trees and non-invasive shrubs; and 5. No more than 15% of the vegetation in the 1,320 sf restoration area will consist of non-native invasive plant species (e -g., blackberry [Rubes sp.], reed canarygrass [Phalaris arundinacea], etc.)_ OCTOBER 2013 RESTORATION AREA OBSERVATIONS Chad Armour, LLC (Armour) visited the site on October 31, 2013 to assess vegetation on the mitigation site_ To assess mortality, we counted all of the trees and shrubs. We C:IJobs/KBSIIINVindstone V1Monitoring Rep.doc 1 11/06/13 Chad Armour. LLC Windstone V Mitigation Monitoring Report Renton. Washinaton KBS III, LLC estimated the cover of native trees, shrubs, and non-native invasives without the help of plots. Survival Rate As indicated on the following table the survival rate for the installed trees and shrubs is 85%. It appears that some of the mortality is related to animal damage. Survival rate for trees and shrubs on the on the Windstone V mitigation site in 2013 Species I Scientific Name No. Obs" Aliveb I Dead Survival Rate .... r+aes ; `` . big -leaf maple Douglas -fir Acer macrophyllum Pseudotsu a menziesii 15 8 12 8 3 0 80% 100% Tree Survival Rate 23 20 3 87% _. Shrubs. reed canarygrass Himalayan blac berry baldhip rose hazelnut oceanspray Rosa gymnocarpa Corylus comuta Holodiscus discolor 22 26 24 19 21 21 3 5 3 86% 81% 88% Shrub Survival Rate 72 61 11 85% . . Total 95 1 81 1 141 85% a baseline for future evaluation b includes volunteers Plant Cover As indicated on the following table, the estimated cover of native trees and shrubs at the end of the first growing season is approximately 17%. Estimated cover of installed plants and weeds on the Windstone V mitigation site in 2013 Species Scientific Name Cover Trees :, big -leaf maple Douglas -fir Acer macrophyllum Pseudotsu a menziesii 2% 2% Tree Cover 4% Shrubs ` baldhip rose hazelnut oceanspray Rosa gymnocarpa Corylus comuta Holodiscus discolor 1 % 6% 6% Shrub Cover 13% llleed5 reed canarygrass Himalayan blac berry Phalarfs arundinacea 1 % Rubus armeniacus 12% W e1r ed(y1�_C ov]'er 13v�% T /{ i Vta� YVj „��!i :.< ''..�....... - .:' .. .:<t ie El i ....... .. ...... F C:/Jobs/KBSIIINVindstone V/Monitoring Rep.doc 2 11/06/13 Chad Armour. LLC Windstone V Mitigation Monitoring Report KBS III, LLC Renton, Washington The estimated cover of non-native weeds is 13%. Most of the weedy cover is due to blackberry canes draping over the silt fence and into the restoration area from the sides. CONCLUSIONS Based on the results of our 1' annual monitoring effort, we conclude that KBS appears to be in the process of meeting the performance standards_ The tree and shrub survival rate is less than desired but easily rectified. The native plant cover appears to be on track and the weedy plant cover is nominal although after the monitoring and maintenance requirements are met it is likely that the streambed and buffer will once again be swamped by blackberry. The good news is that the trees and larger shrubs may be large enough to keep their heads above the blackberries. RECOMMENDATIONS We recommend that you install a few more trees and shrubs before the end of January 2014. Specifically install: • 3 big -leaf maple trees; and • 11 hazelnut shrubs. We also recommend that you remove the blackberry shrubs and reed canarygrass in the restoration area. And to limit blackberry encroachment, remove the blackberries within 10 feet of the silt fence. LIMITATIONS Work for this project was performed, and this letter report prepared, in accordance with generally accepted professional practices for the nature and conditions of the work completed in the same or similar localities, at the time the work was performed. It is intended for the exclusive use of KBS, LLC and their assigns for specific application to the referenced property_ This report is not meant to represent a legal opinion. No other warranty, express or implied, is made. Any questions regarding our work and this report, the presentation of the information, and the interpretation of the data are welcome and should be referred to the undersigned. Sincerely, Chad Armour, LLC Chad Armour Principal Attachment A — Representative Photographs M. Rocale Timmons, City of Renton Wayne Potter, Novastar Development C:/Jobs/KBSIII1Windstone V/Monitonng Rep.doc 3 11/06/13 Chad Armour, LLC ATTACHMENT A Representative Photographs Windstone V Mitigation Monitoring Report KBS III, LLC Renton, Washington Photograph 1 — View of the Buffer Restoration area looking east. Photograph 2 — View of the stream channel area looking east. C:IJobs1K13SIIINVindstone V/Monitoring Rep.doc 11/06/13 Chad Armour. LLC ATTACHMENT A Representative Photographs M e. *� c. y j { ryj q . M ..r'. � . • # i , Pi�i� 3 -,moi, . +�ic�a�`N` � �� � 4 , e T .•r `t M e. *� c. y j { ryj q .•r `t M e. *� c. y j { ryj q J L 7 (_ Ems -Cc l� P"VrO4 diw-�e 0 WINDSTONE DIVISION 5 �� ' BEING A PORTION OF THE SE1/4 OF THE SE -1/4 OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN CITY OF RENTON, KING COUNTY; WASHINGTON w'. LBtE Cu n86Ci7 Itl "TCY.J:. hl YOL. �4, Pte. 2a I V'OL. -Y I'q� //I _ I cm5 g LinHxf. 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TMR5f lk `. wro'=0 /S]�' A5 Rwf [6NSRfoCTOX s mFl t-IFo- In• Mn ,Ftp LatMXS ABJIAxc S06 tr, MERE mr,, sm lw- ",E1Y Llk kMC ItE eiAR nWIMIEtt/ 1A'C- LA:S MLl BE ff3�FJIL5P 6' t t.55aM1, rwL SE" N r1E GACA fIE [un n W SrtiT[ oeiAA,C[ G's m I0732OL2 SHEET 3 OF 3 Windstone Division 5 Plat Recording #20130611000790 Major #947758 Retired parcels: 0323059070 and 0323059234 5412, 55015 and Mobile home on NE Sunset Blvd demolished PID PSTLADDRESS PSTLCITY 9477580010 1527 Lyons Ave NE Renton 9477580020 1521 Lyons Ave NE Renton 9477580030 1515 Lyons Ave NE Renton 9477580040 1509 Lyons Ave NE Renton 9477580050 1503 Lyons Ave NE Renton 9477580060 1417 Lyons Ave NE Renton 9477580070 1411 Lyons Ave NE Renton 9477580080 1404 Lyons Ave NE Renton 9477580090 1420 Lyons Ave NE Renton 9477580100 1508 Lyons Ave NF Renton 9477580110 1512 Lyons Ave NE Renton PLATLQT 1 2 3 4 5 6 7 8 9 10 11 Windstone Division 5 Plat Recording #20130611000790 Major 4947758 Retired parcels: 0323059070 and 0323059234 5412, 5506 and Mobile Dome on NE Sunset Blvd demolished PID PSTLADDR ESS PSTLCITY 9477580010 1527 Lyons Ave NE Renton 9477580020 1521 Lyons Ave NE Renton 9477580030 1515 Lyons Ave NE Renton 9477580040 1509 Lyons Ave NE Renton 9477580050 1503 Lyons Ave NE Renton 9477580060 1417 Lyons Ave NE Renton 9477580070 1411 Lyons Ave NE Renton 9477580080 1404 Lyons Ave NE Renton 9477580090 1420 Lyons Ave NE Renton 9477580100 1508 Lyons Ave NE Renton 9477580110 1512 Lyons Ave NE Renton PLATLDT 1 2 3 4 5 6 7 8 9 10 11 CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT MEMORANDUM Date: May 30, 2013 To: City Clerk's Office From: Stacy M Tucker Subject: Land Use File Closeout Please complete the following information to facilitate project closeout and indexing by the City Clerk's Office. Project Name: Windstone V Final Plat LUA (file) Number: LUA-12-093, FP Cross -References: LUA12-064 AKA's: Windstone 5 Final Plat; Windstone Division 5 Project Manager: Jan Illian Acceptance Date: November 15, 2012 Applicant: Kolin Taylor Owner: Same as applicant Contact: Wayne Potter PID Number: 0323059070; 0323059234 ERC Decision Date: ERC Appeal Date: Administrative Denial: Appeal Period Ends: Public Hearing Date: May 10, 2013 Date Appealed to HEX: By Whom: HEX Decision: Approved with conditions Date: May 10, 2013 Date Appealed to Council: By Whom: Council Decision: Date: Mylar Recording Number: rProject Description: Windstone V Final Plat. 11 lot single family subdivision includes installation of sanitary sewer, storm drainage, paving and street lighting. Water is provided by Water District 190. Location: 5412 & 5506 NE Sunset Blvd 4 Comments: t a S a 2� r 1 :tTv o- REN -TON 30 0 4 RECE!VEt] f,ITY CLERK'S OFFICE 5 6 7 S BEFORE THE HEARING EXAMINER FORTHE CITY OF RENTON 9 ) RE: Windstone V Final Plat ) 10 ) FINAL PLAT APPROVAL I I Final Plat ) ) 12 LUA 12-093FP ) ) 13 ) 14 Summary 15 16 The Applicant has applied for final plat approval for the Windstone V subdivision. The final plat is approved subject to conditions. 17 Is Testimony 19 No hearing is held on final plat applications. 20 Exhibits 21 22 The following documents were considered in evaluating, the application for final plat: 23 1. April 25, 2013 memo from. Jan Illian to Phil Olbrechts. 2. April 25, 2013 staff report. 24 3. Plat Map 25 4. July 23, 2012 Minor Amendment 5. May 9, 2013 email from Jan Illian to Examiner 26 FINAL PLAT - I .A.. 1 2 3 4 5 6 7 S 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Findings of Fact Procedural: 1. Applicant. KBS Development Corp 2. Hearing,. No hearing is required or held for final plat applications. Substantive: 3. Description of Proposal. The Applicant is requesting final plat approval for a 11 lot subdivision. King County approved the preliminary plat on July 9, 2007 and amendments to the plat were approved by minor amendment on July 23, 2012. The final plat encompasses 3.17 acres. It is located at 5506 — NE Sunset Blvd. 4. Consistency with .Preliminary Plat Conditions. The Applicant has complied with all preliminary plat conditions of approval, as detailed in the staff report, Ex. 2, the findings and conclusions of which are adopted and incorporated by this reference as if set forth in full. Conclusions of Law Procedural: 1. Authority of Hearing Examiner. RMC 4-7-110(C) provides that the hearing examiner shall approve all final plats. Substantive: 2. Applicable Standards. The RMC doesn't contain any standards for final plat approval, other than to require that "the final plat shall conform with only minor modification to the preliminary plat." RMC 4-7-110(A)(2). As determined in Finding of Fact No. 4, as conditioned the plat conforms with all preliminary plat conditions of approval or will be bonded to comply with any outstanding conditions. DECISION The final plat application is approved, subject to the following conditions: FINAL PLAT - 2 y 1 I . All applicable fees shall be paid prior to recording of the final plat, except those fees 2 expressly deferred to a later date by the preliminary plat conditions of approval. 3 2. All plat improvements shall be either constructed or deferred to the satisfaction of City staff, with the posting of adequate security, prior to the recording of the plat. 4 Dated this 10th day of May, 2013. 5 6'� 7 8 City of Renton Hearing Examiner 9 10 11 Appeal Right and Valuation Notices 12 RMC 4-8-110(E)(9) and/or RMC 4-8-110(F)(1) provides that the final plat approval of the hearing 13 examiner is final subject to appeal to the Renton City Council. RMC 4-8-110(E)(9) requires appeals of the hearing examiner's decision to be tiled within fourteen (14) calendar days from the 14 date of the hearing examiner's decision. A request for reconsideration to the hearing e examiner 15 may also be filed within this 14 day appeal period as identified in RMC 4-8-110(E)(8) and RMC 4- 8-100(G)(4). A new fourteen (14) day appeal period shall commence upon the issuance of the 16 reconsideration. Additional information regarding the appeal process may be obtained from the City Clerk's Office, Renton City Hall -- 7ch floor, (425) 430-6510. 17 18 Affected property owners may request a change in valuation for property tax purposes notwithstanding any program of revaluation. 19 20 21 22 23 24 25 26 FINAL PLAT- 3 WINDSTONE V FINAL PLAT LUA12-093 FP 1. As Built mylars submitted 2_ As Built street light mylars submitted. 3. Street lighting finaled. 4. Monument cards submitted 5. Inspector signed off construction permit 6. Final Cost Data, Bill of Sale, and Maintenance Bond posted 7. All applicable permit fees are paid 8. Planner approved final plat 9. All wetland plans, construction issues approved 10. Technical Services recommends approval 11. Check for courier 12. HOA and CRRs approved 13. Fire approval received. 14. Two year Maintenance and Defect Bond in place RECEIPT EG00009089 BILLING CONTACT KBS DEVELOPMENT CORPORATION 12320 NE 8TH ST, 100 BELLEVUE, WA 98005-3198 — - I -- ............ REFERENCE NUMBER FEE NAME TRANSACTION PAYMENT AMOUNT PAID TYPE METHOD ........... ...... . ...... LUA12-093 SCHOOL - Issaquah Impact Fee Calculated Fee Payment 1C heck #11602 $14,27200 SUB TOTAL $14,272,00 TOTAL $14,272.00 Printed On: 5/3012013 Prepared By: Jan Illian Page 1 of 1 10 �u CITY OF __ENTON Construction Permit Permit Number: U120082 Permission is hereby given to do the following described work, according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinances of the City of Renton Work Description: SEWER, STORM, AND ROADWAY" IMPROVEMENTS FOR 11 LOT SUBDIVISION. WATER IS WATER DISTRICT 490. Dateof Issue Job Address: Work Order 87031 Date of Expiration 01/13/2013 14626 SE RENTON ISSAQUAH RD 0323059070 Date IH inaled I.IVY 1-3 Eastern portion of Renton -Issaquah Rd -W DAN THOMPSON/Jl Owner: Inspector's Phone 206-999-1828 KBS DEVELOPMENT It is understood that the City of Renton shall be held harmless of any and 123230 NE 8TH ST 4100 or injury arising from the BELLEVUE, WA 98005 Contractor: AERO CONSTRUCTION COMPANY Contractor License: AEROCCx12lNW PO BOX 295 Contractor Phone: 425-334-2475 SNOHOMISH, WA City License: 4871 98290 Contact: K.B.S. DEVELOPMENT CORPORATION Contact's Phone: 206-755-5404 Other Information.- nformation:Date Dateof Issue 07/17/2012 Work Order 87031 Date of Expiration 01/13/2013 Parcel Number 0323059070 Date IH inaled I.IVY 1-3 Inspector's Name DAN THOMPSON/Jl Inspector's Phone 206-999-1828 It is understood that the City of Renton shall be held harmless of any and all liability, damage or injury arising from the performance Of the work described above. You will be billed time and material for any work done by City staff to repair damages. Any work performed within the right-of-way must be done by a licensed, bonded contractor. Call 425-430-7203 one working day in advance for inspections and for M work in the Right of way To Cancel an Inspection - call 425-430-7200 between SAM and 5PM Locate utilities before excavating. Call before you dig - 72 Hour Locators 1-800-424-5555 I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton codes and ordinances. Subject to compliance with the Ordinances of the City of Renton and information filed herewith permit is granted. X X !W td Applicant Public Works Rep THIS PERMIT MUST BE POSTED AT THE JOB SITE AT ALL TIMES. DEPARTMENT OF COMMUNITY C'11yof AND ECONOMIC DEVELOPMENT M E M O R A N D U M DATE: April 25, 2013 TO: Phil Olbrechts, Hearing Examiner FROM: Jan Illian, x7215 SUBJECT: WINDSTONE V FINAL PLAT LUA 12-093 FP (Preliminary Plat KC L07P0002) Per City Code 4-7-110, Final Plat Procedures, I am forwarding the attached Final Plat for review. 1 am the project manager and I am in the process of finalizing all required paperwork. I recommend that the clearing Examiner approve the Final Plat with the following conditions: 1) All plat improvements shall be either constructed or deferred to the satisfaction of city staff prior to the recording of the plat. 2) All applicable fees shall be paid prior to the recording of the plat. I am the responsible party to insure that both of those conditions are met. Please note that following the Hearing Examiner's approval, the project is returned to me for the final step in the process. l will then submit the project to the Public Works Administrator to sign the final plat mylars, at which time I shall declare that all conditions and all fees have been paid. Please contact me if further information or materials are required. Thank you. Cc: NO watts, Development Services Director Kayron Kittrick, Development Engineering Supervisor DEVELOPMENT SERVICES DIVISION DEPARTMENT OF COMMUNITY & ECONOMIC DE=VELOPMENT CITY OF RENTON STAFF REPORT AND RECOMMENDATIONS APPLICANT: KB5 Development Corporation Windstone V Final Plat (Preliminary Plat LUA12-064) Fife: LUA 12-093FP LOCATION. 5506 NE Sunset Blvd SE % Section 3, Twp. 23 N. Rng. 5 F. SUMMARY OF REQUEST: Final Plat for 11 single family residential lots, with sewer, storm, streets, and lighting. Water service provider is Water District #90. Site contains a Category IV wetland and stream. RECOMMENDATION: Approve With Conditions FINDINGS. CONCLUSIONS & RECOMMENDATION Having reviewed the record documents in this matter, staff now makes and enters the following: FINDINGS: 1. The applicant, KBS Development Corporation filed a request for approval of a 11 -lot final plat. 2. The yellow file containing all staff reports, the State Environmental Policy Act (SEPA) documentation and other pertinent materials was entered into the record as Exhibit No. 1. 3. The Environmental Review Committee (ERC), the City's responsible official, issued a Determination of Non -Significance -Mitigated on July 9, 2007, for the subject proposal. 4. The subject proposal was reviewed by all departments with an interest in the matter. S. The subject site is located at 5506 -- NE Sunset Blvd. The new plat is located in Section 3, Twp. 23 N. Rng. 5 I~, 6. The subject site is a 3.17 acre parcel. 7. The Preliminary Plat received approval from King County on November 2, 2007. S. The property is located within the R-4 Zoning. 9. The Final Plat complies with both the Zoning Code and the Comprehensive Plan. 10. The proposed Windstone Division 5 preliminary plat was granted preliminary approval by King County prior to annexation to Renton. Following annexation the Icing County preliminary plat conditions were amended and the applicant has complied with the amended preliminary plat conditions. Amended Conditions of Approval for the Windstone Division 5 Preliminary Plat The proposed subdivision of Windstone Division 5 Plat, as accepted by King County for complete application on May 31, 2007, and granted preliminary plat approval by King County on November 2, 2007 is granted approval of minor amendments to the preliminary plat, subject to the following conditions of final plat approval: 1. Compliance with all platting provisions of the Renton Municipal Code (RMC) 4-8-110. Response: As required, all platting provisions of RMC 4-8-110 will be adhered to. 2. Original condition deleted 3. The plat shall comply with the King County base density (and minimum density) requirements of the R-8 zone classification. All lots shall meet the minimum dimensional requirements of the R-8 zone classification and shall be generally as shown on the face of the approved preliminary plat, except that minor revisions to the plat which do not result in substantial changes may be approved at the discretion of the City of Renton Community & Economic Development Department, Response; The final plat map has been designed to incorporate the King County R 8 zone dimensional and density requirements and as generally shown on the preliminary plat All future houses within the plat shall substantially conform to the guidelines listed in Renton Municipal Code (RMC) 4-2-115 Residential Design and Open Space Requirements. The City shall review and approve modifications from strict adherence to the prescribed standards provided the applicant demonstrates design alternates meeting the spirit and intent of the guidelines. The houses shall otherwise be in conformance with applicable vested King County setback requirements and other associated land use standards for development. Response: As required, all homes will substantially conform to the Residential Design and Open Space requirements of RMC 4-2-115. Any plat boundary discrepancy shall be resolved to the satisfaction of the City of Renton Community & Economic Development Department prior to the submittal of the final plat documents. As used in this condition, "discrepancy" is a boundary hiatus, an overlapping boundary or a physical appurtenance which indicates an encroachment, lines of possession or a conflict of title. Response: The comment is noted. The project has no boundary encroachments. 4. All construction and upgrading of public and private roads shall be done in accordance with the King County Road Standards established and adopted by Ordinance No. 11187, as amended (1993 KCRS), or as otherwise modified by agreement between the City of Renton Development Services Division and the applicant per RMC 4-9-2500. Response: The public roads have been designed and constructed in accordance with the 1993 King County Road Standards unless otherwise approved by the City of Renton 5. The applicant must obtain the approval of the Renton Fire Department for the adequacy of the fire hydrant, water main, and fire flow standards of RMC 4-S-070. Response: Prior to final plat we will obtain approval from the Renton Fire Department. Final plat approval shall require full compliance with the drainage provisions set forth in King County Code 9.04. Compliance may result in reducing the number and/or location of lots as shown on the approved preliminary plat. Preliminary review has identified the following conditions of approval which represent portions of the drainage requirements. All other applicable requirements in K.C.C. 9.04 and the King County Surface Water Design Manual (KCSWDM) must also be satisfied during engineering and final review. Response: The approved storm drainage plans (and construction) will meet or exceed the drainage provisions of KCC 9.04 and the KCSWDM). a. The drainage facilities shall meet the requirements of the 2005 KCSWDM. The site is subject to the Conservation flow control and Basic water quality requirements of the 2005 KCSWDM. Level 3 Flow Control is proposed by the applicant to address downstream drainage complaints. Response: As required, Level 3 Flow Control has been implemented pursuant to the 2005 KCSWDM. b. An offsite drainage conveyance pipe is proposed to the north, to connect to an existing culvert in Stone Ridge (aka Windstone). This connection is in the City of Renton and Renton approval is required for this connection. Note that the City of Renton has given preliminary approval for the connection. Response: The City of Renton has provided approval to connect to the existing storm culvert located in the Plat of Windstone. c. Standard plan notes as listed in the 2005 KCSWM shall be shown on the engineering plans. Response: As required, the notes listed in the 2005 KCSWDM have been shown on the approved engineering plans. d. The following note shall be shown on the final recorded plat: a. "All building downspouts, footing drains, and drains from all impervious surfaces such as patios and driveways shall be connected to the permanent storm drain outlet as shown on the approved construction drawings 4 on file with the City of Renton. This plan shall be submitted with the application of any building permit. All connections of the drains must be constructed and approved prior to the final building inspection approval. For those lots that are designated for individual lot infiltration systems, the systems shall be constructed at the time of the building permit and shall comply with plans on file," Response: This drainage note has been incorporated on the final plat map. e. The 100 -year floodplain for any onsite streams or wetlands shall be show on the engineering plans and the final plat per Special Requirement 2 of the 2005 KCSWDM, Response: Any applicable 100 -year floodplain has been shown on the approved construction plans. f. To implement the required Best Management Practices (BMP's) for treatment of storm water, the final engineering plans a nd technical information report (TIR) shall clearly demonstrate compliance with all applicable design standards. The requirements for best management practices are outlined in Chapter 5 of the 2005 KCSWDM, The design engineer shall address the applicable requirements on the final engineering plans and provide all necessary documents for implementation. The final recorded plat shall include all required covenants, easements, notes, and other details to implement the required BMP's for site development. Response: As required in the 2005 KCSWDM (Chapter 5), all BMFs that are applicable to this site have been implemented. 7. The proposed subdivision shall comply with the 1993 King County Road Standards (KCRS) including the following requirements: a. Road A, the internal access road, shall be improved at a minimum to the urban minor access street standard. Response. The approved construction plans were designed in accordance with the 1993 King County Road Standards. b. Tract B shall be improved to the joint use driveway standard per Section 3.01 of the KCRS. The Tract shall be owned and maintained by the Lots served. Response: The approved construction plans were designed in accordance with the 1993 King County Road Standards. c. Modifications to the above road conditions may be considered according to the variance provisions in Section 1.08 of the KCRS. Response: The approved construction plans were designed In accordance with the 1993 King County Road Standards. d. Street modifications may be approved by City of Renton Development Services Division according to the modification procedures of Renton Municipal Code 4-9-250D. Response: The approved construction plans were designed in accordance with the 1993 King County Road Standards. 8. All utilities within proposed rights-of-way must be built and approved per RMC 4-7-200 prior to final plat recording. Response: Prior to recording, final approval of all utilities within the right-of-way will be obtained. 9. The applicant or subsequent owner shall comply with the applicable City of Renton traffic mitigation fee schedule or applicable impact fee schedule in place at time of fee payment. The applicant has the option to either: (1) pay the traffic mitigation or impact fee at the final plat recording, or (2) pay the mitigation or impact fee at the time of building permit issuance. if the first option is chosen, the fee paid shall be the fee in effect at the time of final plat application and a note shall be place on the face of the plat that reads, "All traffic mitigation or impact fees required by Renton Municipal Code have been paid." if the second option is chosen, the fee paid shall be the amount in effect as of the date of building permit application. Response: Prior to recording, the traffic mitigation fee will be paid unless otherwise approved. 10. Off-site access to the subdivision shall be over a full -width, dedicated and improved road which has been accepted by the City of Renton Development Services Division. The street improvement must be completed or deferred prior to recording of the plat. A request to deferral of the improvements would be subject to the procedures of RMC 4-9-060C. Response: The off-site access through the Plat of Windstone is over a full -width, dedicated, and improved road. 11. Lots within this subdivision are subject to Renton Municipal Code 4-1-160, which imposes impact fees to fund school system improvements needed to serve new development. As a condition of final approval, fifty percent (50%) of the impact fees due for the plat shall be assessed and collected immediately prior to the recording, using the fee schedules in effect when the plat receives final approval. The balance of the assessed fee shall be allocated evenly to the dwelling units in the plat and shall be collected prior to the building permit issuance. Response: Prior to final plat approval, 50 percent of the school mitigation fee will be paid. 12. There shall be no direct vehicular access to or from SE Renton -Issaquah Road (SR 900) from those lots which abut it. A note to this effect shall appear on the engineering plans and the final plat. Response: No lot within this plat has direct access to S.E. Renton -Issaquah Road. 13. The proposed subdivision shall comply with the Critical Areas Code as outlined in K.C.C. 21A.24. Permanent survey marking, and signs as specified in K.C.C. 21A.24.160 shall also be addressed prior to final plat approval. Temporary marking of critical areas and their buffers (e.g., with bright orange construction fencing) shall be placed on the site and shall remain in place until all construction activities are completed. Response: Prior to construction a mitigation plan was reviewed and approved by the City of Renton. 14. Preliminary plat review has identified the following specific critical area requirements which apply to this project. All other applicable requirements from K.C.C. 21A.24 shall also be addressed by the applicant. Wetlands - The Category IV wetland shall have a minimum buffer of 50 feet, measured from the wetland edge. The wetland and its respective buffer shall be placed in a Critical Area Tract (Tract C). A minimum building setback line of 15 feet shall be required from the edge of the tract. Response: The on-site wetland and its buffer have been placed within a tract and a 15 -foot BSBL has been referenced. Streams - The Type N stream, as shown on the revised site plans received May 31, 2007, shall have a minimum 65 -foot buffer, measured from the ordinary high water mark (OHWM). The stream and its respective buffer shall be placed in a Critical Area Tract (Tract C). A minimum building setback line of 15 feet shall be required from the edge of the tract. Response: The on-site stream and its buffer have been placed within a tract and a 15 -foot BSBL has been referenced. Alterations to Streams or Wetlands - if alterations of streams and/or wetlands are approved in conformance with K.C.C. 21A.24, then a detailed plan to mitigate for impacts from that alteration will be required to be reviewed and approved along with the plat engineering plans. A performance bond or other financial guarantee will be required at the time of plan approval to guarantee that the mitigation measures are installed according to the plan. Once the mitigation work is completed to the Development Services Division satisfaction, the performance bond may be replaced by a maintenance bond for the remainder of the five-year monitoring period to guarantee the success of the mitigation. The applicant shall be responsible for the installation, maintenance and monitoring of any approved mitigation. The mitigation plan must be installed prior to final inspection of the plat. Response: The waterline crossing of the on-site stream was mitigated per the approved buffer mitigation plan. 15. The following note shall be shown on the final engineering plan and recorded plat: RESTRICTIONS FOR CRITICAL AREA TRACTS AND CRITICALAREAS AND BUFFERS Dedication of a critical area tract/sensitive area and buffer conveys to the public a beneficial interest in the land within the tract/critical area and buffer. This interest includes the preservation of native vegetation for all purposes that benefit the public health, safety and welfare, including control of surface water and erosion, maintenance of slope stability, and protection of plant and animal habitat. The critical area tract/critical area and buffer imposes upon all present and future owners and occupiers of the land subject to the tract/critical area and buffer the obligation, enforceable on behalf of the public by king County, to leave undisturbed all trees and other vegetation within the tract/critical area and buffer, The vegetation within the tract/critical area and buffer may not be cut, pruned, covered by fill, removed or damaged without approval in writing from the City of Renton Development Services Division or its successor agency, unless otherwise provided by law. The common boundary between the tract/critical area and buffer and the area of development activity must be marked or otherwise flagged to the satisfaction of City of Renton Development Services Division prior to any clearing, grading, building construction or other development activity on a lot subject to tate critical area tract/critical area and buffer. The required marking or flagging shall remain in place until all development proposal activities in the vicinity of the sensitive area are completed, No building foundations are allowed beyond the required 15 -foot building setback area, unless otherwise provided by law. Response: The required note regarding critical areas and buffers has been placed on the final plat. 16. Suitable recreation space shall be provided consistent with the requirements of K.C.C. 21A.14.180 and K.C.C. 21A.14.190 (i.e., sport court[s], children's play equipment, picnic table(s), benches, etc.). In lieu of providing these improvements, the applicant may choose to pay the Parks Mitigation or Impact fees prior to the final plat recording, using the fee schedules in effect when the plat receives final approval. if the applicant opts to provide suitable recreation space can -site, then the following conditions must be met. a. A detailed recreation space plan (i.e., landscape specs consistent with 21A.14 and KCC 21A.16) shall be submitted for review and approval by the City of Renton Community & 6 Economic Development Department and City of Renton Parks Department concurrent with the submittal of the engineering plans. This plan shall include location, area calculations, dimensions, finished grades, access to underground vault (access grate) and general improvements, i.e., landscaping, fencing, and trail. Response: As required by Code, we have an approved landscape plan that provides a recreation area. Prior to recording the plat the park improvements will be installed or bonded. b. All landscaping shall be maintained in good condition and be irrigated. The landscape plan shall include the method of irrigation. Response: As required by Code, we have an approved landscape plan that provides a recreation area. Prior to recording the plat the park improvements will be installed or bonded. c. A performance bond for recreation space improvements shall be posted prior to recording of the plat. Response: As required by Code, we have an approved landscape plan that provides a recreation area. Prior to recording the plat the park improvements will be installed or bonded. 17. A homeowners' association or other workable organization shall be established, to the satisfaction of the City of Renton Community & Economic Development Department, which provides for the ownership and continued maintenance of the recreation tract. Response: As required by Code, we have an approved landscape plan that provides a recreation area. Prior to recording the plat the park improvements will be installed or banded. 18. Street trees shall be provided as follows: a. Trees shall be planted at a rate of one tree for every 4a feet of frontage along all roads. Spacing may be modified to accommodate sight distance requirements for driveways and intersections. Response. As required, street trees will be installed per the approved plan (or bonded) prior to recording. b. Trees shall be located within the street right-of-way and planted in accordance with Drawing No. 5-004 of the 2007 King County Road Standards, unless the City of Renton Development Services Division determines that trees should not be located in the street right- of-way. Response: As required, street trees will be installed per the approved plan (or bonded) prior to recording. c. If the City of Renton determines that the required street trees should not be located within the right-of-way, they shall be located no more than 20 feet from the street right-of-way line. Response: As required, street trees will be installed per the approved plan (or bonded) prior to recording. d. The trees shall be owned and maintained by the abutting lot owners or the homeowners association or other workable organization unless the City of Renton has adopted a maintenance program. This shall be noted on the face of the final recorded plat. Response: As required, street trees will be installed per the approved plan (or bonded) prior to recording. e. The species of trees shall be approved by the City of Renton Community & Economic Development Department if located within the right-of-way, and shall not include poplar, cottonwood, soft maples, gum, any fruit -bearing trees, or any other tree or shrub whose roots are likely to obstruct sanitary or storm sewers, or that is not compatible with overhead utility lines. Response: As required, street trees will be installed per the approved plan (or bonded) prior to recording. f. The applicant shall submit a street tree pian and bond quantity sheet for review and approval by the City of Renton Community & Economic Development prior to engineering plan approval. Response: As required, street trees will be installed per the approved plan (or bonded) prior to recording. g. The street trees must be installed and inspected, or a performance bond posted prior to recording of the plat, If a performance bond is posted, the street trees must be installed and inspected within one year of recording of the plat. At the time of inspection, if the trees are found to be installed per the approved plan, a maintenance bond must be submitted or the performance bond replaced with a maintenance bond, and held for one year. After one year, the maintenance bond may be released after the Community & Economic Development Department has completed a second inspection and determined that the trees have been kept healthy and thriving. Response: As required, street trees will be installed per the approved plan (or bonded) prior to recording. h. A landscape inspection fee shall also be submitted prior to plat recording. Response: As required, street trees will be installed per the approved plan (or bonded) prior to recording. 19_ To implement appropriate tree retention standards under RMC 4-4-130, a detailed tree retention plan shall be submitted with the engineering plans for the subject plat. The tree retention plan (and engineering plans) shall be consistent with the requirements of RMC 4-4- 130. No clearing of the subject property is permitted until the final tree retention plan is approved by Renton Development Services Division. Flagging and temporary fencing of trees to be retained shall be provided, consistent with RMC 4-4-130. The placement of impervious surfaces, fill material, excavation work, or the storage of construction materials is prohibited within the fenced areas around the preserved trees, except for grading work permitted pursuant to RMC 4-4-130. No clearing or grading of the site shall occur until CED approves the detailed tree retention plan. Response: A tree retention plan was prepared and submitted to the City of Renton. This plan was approved and all trees saved or removed as referenced. 9 This decision to approve the minor amendment to the Windstone Division 5 Preliminary Plat is subject to a fourteen (14) day appeal period from the date of this letter. Any appeals of the administrative decision must be filed with the City of Renton Hearing Examiner by 5:00 pm, August 6, 2012. CONCLUSIONS: The Final Plat generally appears to satisfy the conditions imposed by the preliminary plat process and therefore should be approved by the Hearing Examiner. RECOMMENDATION: The Hearing Examiner should approve the Final Plat with the following conditions: 1. All plat improvements shall be either constructed or deferred to the satisfaction of City staff prior to the recording of the plat. 2. All fees shall be paid prior to the recording of the plat. SUBMITTED THIS 25th DAY OF APRIL, 2013 156 ELOPMENT SERVICES DIVISION WIND TONE DIVISION 5 A BEING A PORTION OF THE SEI/4 OF THE SEI/4 OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN CITY OF RENTON, KING COUNTY, WASHINGTON asaauQa 152219' — _ _ seTT UY 2mw Y 3 2 F D f[ ¢F,aY YiroV 7� raw TToc IrNu).2 ) qn 9C{) 111 1 I I � 3 E 9 IO.,D 1 x1 ((se 11 7 3/1' auAMT Tr Lr[ I,e>E Dim Ys4) SO Viclnity Map Scale: N,T,S. k1w�_o 11 g Ii,:A _fik� A11� S RECORDING CERTIFICATE FIFA F09 RECORD AT 74 FLWCS, 9F M C,R a PEATCR TeS—DAY Q`___... 23— AF K%m PAST V. 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FAV:[ 6 LIST. 1,U_ T A !S %O l SS12'lr R6. MK 15E WV5Lr UU*TFN KW 0 Wr S1M1 [L!rf1101 V{M.�If[>,7S 2092 S5E KRdR 5Cl"IUII ]] 5- �Srghausen AW 2653 al 0 CDF4" SECTYW 9). WED UP kCPTT1 MOKM DAWW Of IS33 - NN OX$9 - 1,AL 7" Sur[ Poli Cay 171 pµ Consulting Englneers,lne. 2 Txs s A rm T"Ymrz I16r: A 'Komar srw' ao�isr TdLY SWON !ra TWCCN Ss17 CFS — A -M 7V.V:EA' WA L CN G+4 fr�v. 'q. luA Nmk4 So .Vj17. fnhV m W Wi .. S1TPE1wD.,rM m FFTo 1 M$ w S cau' ro. Esvell3 r, m mMM. t -v mC ia7 VMrcµ rxs711o1s1us E[misl} n[ My -UXS. 18715 17rv1 A.v.. SovL\ KrJ, li+. 590.72 F Yr4xTT Wf% AW lOPpaVnct IL•7 3 u mo],A IE11FQu 111[ K2ATW (AIA }FITS a9 D=M Il¢ Su,`CYAC6 HA Ura EQ KAV lee c d (145) 151-EINM Vac {175 131-8782 S1E{.S1'S AS Sal FQ m K MIG ]7i-IS}Vi9. ... I tKfS$ OmRv}3[ MM, A WX LOT M0 MLC[ CW4ES (111 6C $W" MM A 1/2 -NIX Bi 21 -NM AI]1W VIM RASM IV kvi a � y0` PORT, sm Of sm, SEC. 3, iP3N-m wit kVQ¢n 'Aa {7i47' M rW 0.YdMKriQN a CVZUTUL }9r A'a ThKl MkXP9 AWTTIA SHEDS WX k'Of ff . T,[ SlfGrT4W3 'F12 rhi0 if -i-'7 �7 r� i1t0.SOO K W 14r MW/OR TRC ims Ir[[ EE oa2MD= Ort A WW"Y KK 59 ❑ THE BK% o nE arm AT %O sKOM w hci A. 5626?Ol2 SHEET 1 �7 OF �7 m TIE 1Fx tba vl --- _ _ - _ _ Denis Law CX D Mayor..`I. Department of Coixtmunttyand tanomie Development July 23, 2012 Alex Pietsch, Administrator Kohn Taylor KSS Development Corporation C/o Wayne Potter Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South :Kent, WA 95032 R E. Minor. AmendmentAppraval--Windstone Division 5 Preliminary Plat DDES File No. L07P0002-14626 SL Renton -Issaquah. Road Dear•Mr. Taylor: .We have reviewed the approved the Windstone Divislon 5 preliminary plat. The preliminary plat is for 11 residential lots, and located on an extension of Lyons Avenue N E. We have reviewed the list of project rQndifions established by the King County .'Hearing Examiner prior to annexation of the property to Renton, and are approving revisions,to the plat conditions to clarify Renton requirements for approval of the final plat. These revisions are approved as part of a minor amendment to the preliminary plat, as allowed by Renton Municipal Code (RMC) 4-7-080M. The approved amended preliminary plat conditions are lister} below. A worksheet listing the original conditions and revised conditions is. attached. The approved revisions include, clarification of required impact fees and a condition for compliance with Renton's Resldentlal Design 'Standards. Amended Conditions of Approval for the'Windstone Division 5 Preliminary Plat .The proposes{ subdivlslon of Windstone Division 5 flat, as accepted by King County for complete application on May 31, 2007, and granted preliminary plat approval by King County on November 2, 2007 is granted approval of .minor amendments to the preliminary plat, subject to the following candifions of final plat approval; i. Compliance with all platting provisions of the Renton Municipal Code (RMC) 4-5-110. ;'2. Original condition deleted. 3. The plat shall comply with the King County base density (and minimum density) requirements of the R -S zone classification. All lots shall meet the minimum ' dimensional requirements of the R -S zone classification and.shall be generally as shown -on the face of the approved preliminary plat, exce'pt that minor revisions to the plat Renton City Hall a 1055 South Grady Way a Rentoo, Washing ton 9II057 a rentonwa.gov 1✓InurArnendrnentApprovaI-vVlndstone Division 5 Prelhrtina{y Pfat Page 2 of 7 July 23, n12 which do not result in substanttial changes may be approved at.the discretion of the City P f Renton Community & economic Development Department (CED). :.All future houses within the plot shall substantially conform► to the Quidelines listed in Renton Municipal Code (RMC) 4-2-315 Residential Design and Open Spoce Requirements. The City shall review Grid approve. modifications from strict adherence to fheprescribed st6ndards provided the applicant demonstrates design riltPrnates meetinr . the spirit ai)d interit.of -the guidelines. The houses shall otherwise be in conformance with applicable vested King County setback requlrements'and other associated land use standards for development. Ariy Plat bDuhdary discrepancy shall be resolved to the satisfraction of the City bf Renton.Community �4 Economic Development Department priortothe submittal of the final plot.dodim.ents: As used in this condition, "discrepancy" is a .boundary hiatus, an overlapping boundary or a physical appurtenance which indicates an encroachment, lines Of possession �or a conflict of title. '4. All construction and upgrading of public and private roads shall be done in accordance with the'King'County Road Standards established and adopted by Ordinance No. 111871 as amended (1993 KCRS), or as otherwise modified by agreement between the City of Renton Development Services. Division and:the applicant per RMC 4-9-250D,. 5. The applicant must obtain the approval of the Renton Fire Department for the adequacy of the fire .hydrant,.water main, and fire flow standards of RMC 4-5-070. '6. Final plat.approvai shall reC16ire.full compliance with the drainage provisions set forth in King County Code 9.04.. Compliance. may result in reducingthe number and/or location'of lots as shown on the apprcived preliminary plat,' Preliminary review has . identified the following conditions. of approval which represe.z)t portions of the drainage` requirements. ;Ail other applicable requirements In K.C.C. 9.04 and.the King County Surface Water Design Manual (KCSWDM) must also be satisfied during engineering and final review. a. The drainage facilities shall meet the requirements of the 20.0. KCSWDM. The site is subject to the Conservation flaw 'control and Basic water quality requirements of the 2005 KCSWDM. Level 3 Flow Control Is proposed by the applicant'to address downstream drainage complaints. b. An off-site drainage caiiveyance pipe is proposed to the north, to connect to an existing culvert'in Stone Ridge (aka Windstone). This connection is in the City of Renton and Renton approval is required for this conne,ctioii. Note that the City of Renton has given preliminary approval for the connection. C. `Standard plait motes as 11sted in the 2005 KCSWM shall be shown on the engineering plans. 'd. The following'note shall be shown en the final.r'ecorded.plat: a, All building downspouts, footing drains, and drains f4rarrl all rrripervtous ' �.. surfaces such'as potios.and drlveways shQlhi cahrrected fo the. :. permanerTtstarm drprn au,tleGas's ratNn an.the dppr`oved constrUetron n 1. i I Mnor Amendment Approval —Windsione UivIsloe S Prellmina �Plat Page 3 of 7 dtrrWitrgs ## 'on file with the City of Rentori. This,pJari shai! b . submitted with the application of any building permit. All conmxtior. of the drains must be cbnstr'ucted and app'oved:prior to the final building inspection approval. >=or (bose lots that are designated for individual lot i{lfiltration systems, the systems shall be constructed at the time of the building permit and shall comply with plans on file." e. -The 100-year floodpWri for any onsite streams or wetlands shall be shown on the engineering plans and the final plat per Special.Requirernent 2 of the 2045 - KCSW DM. 'F, To implement the required Best Management Practices (BMPs) for treatment of storr-p water, the final engineering plans and technical information report (TIR) Aali z clearly demonstrate coinpJJance with all applicable design standards. The. recluirenients for best management practices are outlined' in Chapter 5 of the _ 2JOS KCSWDM. The design engineer shall address the applicable requirements on the final engineering Plans and provide all necessary documents for implementation. The final recorded plat shall Include ail required.covenants, easements, notes, and other details to Implement thr rec{uired i3MPs for site development, The proposed subdivision shall cQrnply with,the 1993 King County Road Standards, (KCRS) Including the following requirements; : a. Road A, the Internal acces's road, shall be improved at a minimum to the " urban minor access street standard, b. Tract B shall be improved to the joint use driveway standard per Section 3.01 of the KCR5. The Tract shall be owned and maintained by the ;Lots served. . °c. 'Modifications to the above road conditions may be considered according to the variance provisions in Section 1.08 of the KCRS : . m d. Street modifications ay be approved by City of Renton Development Services Division according to the modification procedures of Renton Municipal Cade 4-9-250D. $. All utilities within proposed rights-of-way must be built and approved per RMC 4-7-. l 200 prior to flea€ plat recording. 9. The applicant or subsequent owner shall comply vAth tle applicable City of Renton. :traffic mitigation fee schedule or appllcable impact fee schedule In place at time of fee 'payment. The appIlcant:has the option to either: (1) pay the traffic mitigation or impact fee at the final plat recording, or (2) pay the mitigation or impact fee at the time of building permit lssuanco. If. the . irst option is chosen, the fee paid, shall be the fee in effect at the time of final plat application and a note shall be placed on the face of the plat that'reads, "All traffic mitigation or' impact fees required try Rentop Mu.nl ipal Gode_ have been-paid." If the second option is chosen, the fee paid slralt`be tile,-arttourit in , effect as of the date of building permit applic tial} : r KnorAmendmentApproval —wlndstolie Divislon 5 Prellminary?fat Page 4 of 7 July 23, 2012 10. Off-site access to the subdivision shall be over a full -width, dedicated and improved :road which has been accepted by the"City of Renton Develo fiment Services Division. The street improvement must be completed or deferred prior to"recar'ding of the plat. A request to defeiral of the improverrients would be subject to.the procedures of RMC Lots within -this subdivision are subject to Renton""MuRicipal Code 4-•1-160, which imposes"impar- t fPeS to fund school system lrnpi'ovements needed to serve new development. As a` condition of final approval, 567o of the .Impact fees due for the plat shall be assessed and co#lected €mmediately prior to tfte.recording, using the fee " schedules In effect when the plat receives final approval, The balance of the assessed fee shall be allocated evenly to the dwelling units in the pkat and shall be collected prior to the bullding permit issuance, 12. "There "shall be no direct vehtcular access to or"fro m 5E Renton-lssaquah Road (Sit 900) "from those lots which abut it. A note.to this effect still appear an the engineering `. lalan and the final plat. , 13, The proposed subdivision shall,comply with the Critical Areas Code as outlined in 2.11,24. Permanent survey marking, anti signs as specified in IC,C.C, 21A.24.160 " shall also b,e addressed prior to final plat. approval.., Temporary marking of critical areas and their buffers (e.g., with bright orange construction fencing)-sha 11 be placed on. the site and shall, remain Iii place until all constIructioh activities are completed. 14.` Preliminary plat review has "identified the following"specifi"c critical area requirements which apply to this project. "AI#"other applicable requirements from, K.C.Q. 21A,24 shall alsq be addressed by the applicant, Wetlands -.The Category)V.wetland shad have a minirnurn buffer of 50 feet; measured from'the wetla6d.e.dge. The wetland and its resbecflve"buffer shalf be placed in a Critical Area Tract (Tract C). A minimum building setback line of 15 feet shall be " required from the edge of the tract. Streams = The Type N stream, as shown on tile -revised site plans received 'May 31,'2007, !:hall have a minimum 65 -foot buffer, treasured from the ordinary high " ."water mark (OHWM). The streair and its respective buffer shal.[ be placed in a Critical Area Tract (Tra .t C}. A minimum building setback line of 15 feet shall be required from the edge of the tract. Alterations to Streams or Wetlands w If alterations of streams and/or wetlands area 'proved In conformance with K.C,C, 214.24, then a.detai[ed plan to mitigate for impacts from that alteration" will be required to be reviewed and`approved."aiong with the plat engineering plans. A performance band or other financial guarantee will be required at the time of pian approval to guarantee that the enitigatiron measures are installed according to the plan:. Once the mitigation work is computed to th'e y" -Development services Division satisfaction, the perfornian`ce bond ma "IS replaced fay a maintenance bond for.the, terr ainder of._the';five=year mmon)torin�'l eri0 ta,gU`a In :t fi, MlriurAmendment Approval•-Windstone 01VISWil5 Preliminary Plat " page 5 of 7 7uly 23, 2012 the success of the m€tigatinn. The appllcnt shape responsible for the installation, maintenance and"monitoring of any approved riiitigatioq. The mitigation plan must be installed prior -to final inspection of the plat. 15, The following note shall be shown on the fin"al engineering plan and recorded plat: RESTRCRITICAL ICTIONS FUR CRCAL AREA TRACTS AND CRITICA4 . AREAS AND BUFFERS " Dedlcatrora of a crrtical area fract/sensltive area and buffer conveys to the public a beneficial interest In th"e land'iOh117 the tract/critical area Arid "buffer. This -interest includes the" pr•eservgtidh of native vegetation for all purposes that benefit.the public health, safety and welfare, including cantrol.of surface,water . otic! eroslon, maintenance of slope stability, and protection afplant and animal hobitat. The critical area tract/critical ureer and buffer imposes upon all present and future owners and occupiers of the land subject to the tract/critical area and. buffer.the obligation, enforceable on behalf of the public by ging County, to leave undistur-bedolltrees and other vegetation within the tract/crlticol area and buffer. "Tile vegetation within the tract/critical area and buffer may not be cut, pruned, covered �y fill, removed or damaged wi.thout,approval in writjng from the City of Renton Development Services E vision.or its successor agency, unless otherwise provided bylaw. : The common bo undorybetweet? the tract/critical area arrd buffer and the area of development activity must be marked or otherwise flagged to the _ sQtlsfactlon of City of Renton Development "Services DiVlsion prior to any clearing, grading, building coirstrucilon another development activity on a lot subject tb the criticol area "tract/critical are' and buffer. The required marking or flagging shall rernairr in place until oll"development proposal activities in the vicinity afthe . sensitive"rgrea are comp IVa bullding found ptfon5 are allowed beyond the required 15 foot building setback area, unless otherwise provided by low. 16. Suitable recreation. space shad be provided consistent with the requirements. of K.C.C. 21A.14.180 and KC.C. 21A.14.190 (i,e., sport courts}, children's play equipment, picnic table(s), benches, etcj. In lieu of providing these improvements, the applicant may choose to paythe Parks Mitigation or Impact fees prlpr to the f€nal plat. recordlrig, rising the fee schedules.in effect when the plat receives final approval. If the .��plicai'. . opts to provide suitable recreation space on-site, then the following Condit€ons m ust be rnet. :. -a. -A deta'ilod recreation space .plan:(€,e., Iandscape specs"consistent with 21A.14 , and KCC 21A,16) shall be submitted for review and approval by the City of Renton Comrnur�ity.& Economic l�ev.elapinent department and Cit'y of . Renfon.patl4s Division concurrent with the submittal off. tfre engi neering l dans. Tl�is plan shall include location, ares ticulat�orts, dimer4ibn'}s, fir]shed Ml[no r Art sendrr utApprQuI—WhIdstune Division 5 Preliminary Plat Page 6 of 7 q. Ady 23, 2612 grades, access to underground vault (access grate) and general improvements, i,e., landscaping, fencing,. and trail. fr. All Iaridscaping shall be maintained in good condition and be irrigated. The landscape plan shall include the method of irrig�tlon. c. A perfor rnance•bond for recreation space improvements shall be posted prior to i'ecafding of the plat. 17. A homeowners' association or other workable organization shall be established, to the satisfaction.of the City of Renton Community & Cconorrlie Development De�artrnent, which provides for the ownership and. continued malntenance of the recrention'tract. 19. Street trees shall be provided as follows; a. Trees shall be planted at a rate of ane -tree for every 40 feet of frontage along all roads.. Spacing may be modified to accommodate sight distance reciulrements for driveways and intersections: b. '!tees shall be located within the street right-of-way and.planted in :accordance with Drawing No, 5-009 of the 2007 King County Road Standards, uni less the City of Renton Development Services [Division determines that trees should not be located in the street right -of -+Nay, . If the City of Renton determines that the required street trees should not be located within the rightof-way, they shall be located no more than,20 feet from the street right-of-way line. d. The trees shall be owned and maintained bythe abutting lot owners -or the homeo+Nners' association or other workable organization unless the City of Reriton has adopted a maintenanceprogram. This shall be rioted on the face of the final regarded pEat. e. The species of trees steal[ be approved by the City of Renton Community. & Economic gevef opment Department if located within the right-of-way, and shall not include.poplar, cottonwood, soft maples, guru, any fruit -bearing trees, or any other tree or shrub whose roots are likely to obstruct sanitary or storm sewers, or that is not compatible with overho.ad utility lines. f. The applicant shall submit a street tree plan and bond quantity sheet for review and approval by the City of Renton Comitrunit.y &Economic Development prior to Engineering plan approval. The street trees must be installed and inspected, or a performance gond .posted prior to recording pfthe plat. if a performance bond'is posted, the Street trees must be installed and inspeOed.vvithin one year.of recording of the plat. At.the time.O'f inspection, if the trees are found to be installed per. , -the approved plan, a maintenance bond must be submitted or the performance bond replaced with a maintenance band, and he[d far one year 3o r 'After one-year, the mainteoa.nce bond may be released after i is Community WaorAmend mentApproval —Windstorse Mvlsion 5 Preiiml€taryPlat Page7oE7 July 7.3, 2012 & Economic Developnlept Department has Completed a second inspection. :and determined that the trees.have been kept healthy and thriving: h. A landscape inspection fee shall also be submitted prior to plat recording, ' 19, To im.plernerrt appropriate tree retention standards under RMC 4-4-130, a detailed tree retention plan shall be submitted with.the engineering plans forthe subject plat. The tree retention plan {and erigineering plans) shall be consistent with the requirements of RMC 4.4-130. Noclearing of the subject property Is permitted until.the final tree retention plan is approved by Reriton Deyb1opment Services Division: Flagging and temporary fencing of trees to be retained shall be provided, consistent with RMC 4 4-130, The placement of impervious surfaces, fill rnaterial, excavation work, or the storage of construction materials Is prohibited within the fenced areas around the preserved trees, except for grading work perrhittcd pursuarit to #tMC 4-4439, No clearing o'r grading of the site shall occur until CED approves the detailed tree retention plan. This declslon to approve the rnf.nor:amr ndment to the W ndstone Div%sion S Preliminary . :-.Plat Is subject. to a 14 day appeal period from the date;6 this letter. Any appeals of the administrative decision*must be filed with the City of Renton Hearing Examiner by :. 5:00 pm, Auggst 6; 2012. If you have any further �uestiorss regarding requirements for this project, please contact Jan Illian at 425-4 0-7216 or'%!Ilia n@rentonwa; ov. Sincerely, Neil Watts, Director. Development Services Director Chip Vincent, Community & Economic Development Administrator Kayren Kittrick, CnRlneering 5upetvlsor Jennifer Henning, Current Planning Manager )an Illlan, Plan Review City cfj=� DEPARTMENT OF COMMUNITYD lh`; 1 AND ECONOMIC DEVELOPMENT `�""""' M E M O R A N D U M DATE: April 11, 2013 TO: Bob MacOnie, Technical Services FROM: Jan Illian, Plan Review SUBJECT: WINDSTOME V FINAL PLAT LUA 12-09ji'FP 14626—SE Renton Issaquah Road Enclosed are the latest corrections to the final plat per your memo. Attached is the revised plat_ If all concerns have been addressed and you recommend recording of the mylars, please sign this memo below and return to me. Thank you Approval: Name CC' Yellow File Title Da Jan Illian City of Renton Development Services 1055 South Grady Way, 6th floor Renton, WA 98057 REAL ESTATE INVESTME'JTS. LAND DEVELOPMENT, PRO,IFCT MANAGEMENT February 20, 2013 COURIER DELIVERY RE: Response to Comments — Revisions to Windstone V Final Plat City of Renton File No. LUA12-090 FP NS Job No. 9996 / BCE Job No. 12365 Dear Jan: We have revised the plans and technical documents for the above -referenced project in accordance with your comment letter dated December 20, 2012. Enclosed are three (3) copies of the final plat prepared by Barghausen Consulting Engineers, Inc. The following outline provides each of your comments in italics exactly as written, along with a narrative response describing how each comment was addressed: Property Services Comments Property Services has reviewed the final plat submittal and has provided the following comments: 1. Note the City of Renton land use action number and land record number, LUA-12-090-FP and LND-10-0497, respectively, on the final plat submittal. The type size used for the land record number should be smaller than that used for the land use action number. Response: As requested, the land use action number has been placed on Sheet 1 of 1, 2. Show two ties to the City of Renton Survey Control Network. The geometry will be checked by the city when the ties have been provided. Note the SW corner of Section 3 is City of Renton Monument #1845. This survey can be tied by reference by an explicit statement to that effect noting the two monuments used in common with the reference survey. Response: As requested, we have provided the two survey ties to the City of Renton Survey Control Network. 3. Please provide bearings to radius point from the points of curvature for the right of way boundary and the boundaries of Lots 8 & 9. Response: Bearing and radius pints have been provided. 4. Indicate what has been, oris to be, set at the corners of the proposed lots. Response: Lot corners have not been set. However, prior to final plat approval we will have all lot tract comers installed. CITY OF RENTON RECEIVED FEB 2 0 2013 18215 72ND AVENUE SOUTH KENT, WA 98932 (425) 251-6110 (425) 251-B782 FAX WWU1�yIQY,f15bMcD I SON Jan Illian City of Renton Development Services -2- February 20, 2013 5. Attached is a sheet showing the addressing for the proposed lots. Note said addresses and the street name on the plat drawing. Response: Addressing has been provided. 6. Do note encroachments, if any. Response: We have indicated the minor encroachments on Lot S and Tract B. 7. Remove the building setback lines from the proposed lots. Setbacks will be determined at the time that building permits are issued. Response: All references to building setbacks have been removed. 8. Note research resources on the plat submittal. Response: Research resources have been provided as requested. 9. Note all easements, covenants and agreements of record on the plat drawing. Response: Easements, covenants, and agreements of record have been provided on the plat drawing. 10. if the easement noted in Title Note # 3 is in fact relinquished prior to the recording of the Plat then it is moot and the note and associated line work can be eliminated. Response: The PSE easement referenced on the original plat submittal has been relinquished. 11. Change the text of the RESTRICTION FOR CRITICAL AREA TRACTS block to read "City of Renton" where is says "King County." Response: We have corrected the text as requested. 12. Complete City of Renton Monument Cards, with reference points of ali new right-of-way monuments set as part of the plat. Response: We have obtained the City of Renton Monument Cards and will provide reference points once the monuments are installed. Planning Comments Rocale Timmons has reviewed the final plat submittal and has provided the following planning comments.- 1. omments. 1. Inspection of playground and recreation equipment installation is required. Response: Following installation we will obtain final inspection. Jan Illian City of Renton Development Services -3- February 20, 2013 2. Complete all landscaping. Response: Following installation we will obtain final inspection. Fire Comments Corey Thomas has reviewed the final plat submittal and has provided the following fire comments.- 1. omments: 1. Complete water main and provide letter of completion from WD#90. Response: We are currently working with WD#90 on the letter of completion and will provide a uupy upon receipt. 1. Install hydrant markers and stripe any fire lanes as needed. Response: Prior to final plat recording we will install the hydrant markers. 2. Pay impact fees. Response: Prior to final plat recording we will pay the fire mitigation fee. Transportation Comments 1. Payment of impact fees is ($717.75 x each new lot) prior to recording of the plat. Response: Prior to final plat recording we will pay the fire mitigation fee. Maintenance Agreement for Stormwater 1. The City attorney will review the CC&R's. Response: The comment is noted. Stormwater Comments 1. Please add the following language on the face of the plat where applicable: Response: The appropriate stormwater notes regarding the individual BMP's, drainage limits, etc., have been provided on the face of the final plat. Utility Improvements Punchlist Complete all utility, drainage, paving, grading, street lighting, landscaping, street improvements, including installation of all street signs for the project. This includes all punch list items from the Public Works Inspector and/or the City Maintenance Division. Please continue working with inspector, Dan Thompson, 205-999-1828. Jan Illian City of Renton Development Services -4- February 20, 2013 The utility construction permit must be signed off by the inspector prior to recording of the plat. Please ensure all punch list items are complete, the project has a final walk through and permit sign off has been completed. Response: Prior to final plat recording we will obtain construction approval from the site inspector. Street lighting I am not aware of street lighting status. Please provide an update. Response: The streetlights have been installed by Intolight and are operational. As -Built Submittal The construction plan mylars must be checked -out from the sixth floor Public Works counter and updated or replaced with a complete As -Built plan set. All plan sheets, including those constructed per design, must be verified, stamped and signed as As -Built by a licensed surveyor or engineer. The civil drawings shall accurately reflect the construction activity. The civil drawings also need to show all sanitary sewer, and storm drainage systems easements, which shall be consistent with the As -Built location of the utility. Once the above have been addressed, submit one set of As -Built blue lines of the civil drawings to me. The inspector will review the blue lines. If they are in order, I will call for the civil mylars to be returned. These final mylars must be submitted for our permanent records. The mylars shall be labeled "AS -BUILT" in a large block letters and stamped by a PE or PLS. Response: Prior to final plat approval as -built drawings will be submitted for approval. Construction Cost Data The Cost Data Inventory Form is to be completed and submitted with the Bill of Sale. The Cost Data Inventory must reflect the actual cost of construction in dollars ("value') for each utility the City will own and maintain. Response: Prior to final plat approval the Cost Data Inventory Form and Bill of Sale will be prepared and submitted. Bill of Sale The Bill of Sale is to reflect the items and quantities as shown on the Cost Data and Inventory Form. Include street lighting, sidewalk, and pipe systems to be owned and maintained by the City_ Do not include side sewers or any constructed improvements not to be owned by the City of Renton. Response: The comment is noted. Jan Illian City of Renton Development Services -5- February 20, 2013 Maintenance Bond A two year Maintenance Bond or Assignment of Funds is required in the amount of 20% of the grand total of the sewer, storm, street, sidewalk, curb and gutter and street lighting costs as shown on the Cost Data Inventory form. The permit bond will be released upon receipt and acceptance of the maintenance bond or assignment of funds. Response: Prior to final plat recording the two-year maintenance bond will be provided. Easements Separate utility easements, where applicable will be required to be submitted for review. Easement documents must be submitted, approved, and recorded by the City. Please submit all easements for our review and approval before signing and notarizing by the property owner. We will return for final signature and notarization once our Technical Services Section has approved the legal description and easement form. Please include legal description as "Exhibit A" and map showing location of easement as "Exhibit B". Response: The comment is noted. All Fees Paid All outstanding mitigation fees including Transportation, Fire, Parks, etc. and any outstanding special assessment fees for each new single-family lot will be required to be paid prior to recording of the plat. Ensure any overtime inspection billed to the job is paid. A check in the amount of $15.81 made out to Champion Courier will be required prior to recording. Response: All applicable mitigation fees (including the courier fee) will be paid prior to recording. We believe that the above responses, together with the enclosed revised plans and technical documents, address all of the comments in your letter dated December 20, 2012. Please review and approve the enclosed at your earliest convenience. If you have questions or need additional information, please do not hesitate to contact me at this office. Thank you. espectfutty, Wayne P tter l Vice President GWPlath 9996c.003.doc enc; As Noted cc: Kolin Taylor, KBS Development Group (w/enc) Sandy Bailey, Novastar development Inc. Wednesday, January 16, 2013 City of Renton Jan Illian, Arneta Henninger, Karen. Kittrick Development Services 1055 South Grady Way Renton, WA 98055 King County Water District No. 90 15606 South East 128th Strect R ton, Wash;ngton 9$059-4540 Phone: 425-255-9(,00 .Fax: 425-277-4128 RE: Substantial Completion of Water Mains and Hydrants and Fire Flow — Windstone 5— Lyons Ave NE & SR900 This letter is to inform you that King County Water District NO. 90 has reviewed the Windstone 5 Water System and found that the water njains and all appurtenances are installed, operational and installed to the District specifications. The water system can supply over 1000 gpm for duration of more than two hours If you have any questions on this matter, please give me a call. Sincerely, \v L Joshua Deraitus Operations Manager, KCWD 90 cc: Clint, Aero Construction Franc Young, BME Kohn Taylor, JayMare Homes LLC Ali Sadr, Barghausen Consulting Engineers '4cwd90. local idata\CotnpanyData\Enginecring\Developer ExlensionslSubstantmi CompletionlW indstone 5 Substanliai Completion 1- 30-11doc DEPARTMENT OF COMMUNITY o Citvof - AND ECONOMIC DEVELOPMENT M E M O R A N D U M DATE: November 29, 2012 TO: Jan Illian FROM: Bob Mac One r SUBJECT: Windstone Div V, LUA-12-093-FP Format and Legal Description Review I have reviewed the above referenced final plat submittal and have the following comments: Note the City of Renton land use action number and land record number, LUA-12-090- FP and LND-10-0497, respectively, on the final plat submittal. The type size used for the land record number should be smaller than that used for the land use action number_ Show two ties to the City of Renton Survey Control Network. The geometry will be checked by the city when the ties have been provided. Note the SW corner of Section 3 is City of Renton Monument #1845. This survey can be tied by reference by an explicite statement to that effect noting the two monuments used in common with the reference survey. Please provide bearings to radius point from the points of curvature for the the right of way boundary and the boundaries of Lots 8 & 9. Indicate what has been, or is to be, set at the corners of the proposed lots. Attached is a sheet showing the addressing for the proposed lots. Note said addresses and the street name on the plat drawing. Do note encroachments, if any. Remove the building setback lines from the proposed lots. Setbacks will be determined at the time that building permits are issued. 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MT low rs az5+' sooi rrss'a' sE :Ix TJ'e Irk [10 !r!1' 25w +751'25' City of Renton Department of Community & Economic Development ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: v COMMENTS DUE: NOVEMBER 30, 2012 APPLICATION NO: LUA12-093, FP DATE CIRCULATED: NOVEMBER 15, 2012 APPLICANT: Kolin Taylor - KBS Development Corporation PROJECT MANAGER: Jan Illian PROJECT TITLE: Windstone V Final Plat PROJECT REVIEWER: Rocale Timmons SITE AREA: 138,085 square feet EXISTING BLDG AREA (gross): N/A LOCATION: 5412 & 5506 NE Sunset Blvd PROPOSED BLDG AREA (gross) N/A SUMMARY OF PROPOSAL: Windstone V Final Plat. 11 lot single family subdivision includes installation of sanitary sewer, storm drainage, paving and street lighting. Water is provided by Water District 90. A. ENVIRONMENTAL IMPACT (e. g. Non -Code) COMMENTS Element of the Probable Probable More Environment Minor Major information Impacts Impacts Necessary Earth Air Water Plants Land/Shoreline Use Animals Environmental Health Energy/ Natural Resources B. POLICY -RELATED COMMENTS C. CODE -RELATED COMMENTS We have reviewed this application with, or areas where additiorw1 rnformatio is Element of the Probable Probable More Environment Minor Major information Impacts Impacts Necessary Housing Aesthetics Li ht Glare Recreation Utilities Transportation Public Services Historic/Cultural Preservation Airport Environment 10,000 Feet 14,000 Feet fr attention to those areas in which we have expertise and have identified areas of probable impact properly assess this proposal. Signature of Director (or Authorized Representative Date ' City of Renton Department of Community & Economic Development ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Fi Irr— COMMENTS DUE: NOVEMBER 30, 2012 APPLICATION NO: LUA12-093, FP DATE CIRCULATED: NOVEMBER 1S, 2012 APPLICANT: Kolin Taylor - KBS Development Corporation PROJECT MANAGER: Jan Illian PROJECT TITLE: Windstone V Final Plat PROJECT REVIEWER: Rocale Timmons SITE AREA: 138,085 square feet EXISTING BLDG AREA (gross): N/A LOCATION: 5412 & 5506 NE Sunset Blvd PROPOSED BLDG AREA (gross) N/A SUMMARY OF PROPOSAL: Windstone V Final Plat. 11 lot single family subdivision includes installation of sanitary sewer, storm drainage, paving and street lighting. Water is provided by Water District 90. A. ENVIRONMENTAL IMPACT (e.g. Non -Code) COMMENTS Element of the Probable Probable More Environment Minor Major information impacts impacts Necessary Earth Air Wo ter Plants Land/Shorellne Use Animals Environmental Health Energy/ Natural Resources B. POLICY -RELATED COMMENTS C. CODE -RELATED COMMENTS Element of the Probable Probable More Environment Minor Major information Impacts impacts Necessary Housing Aesthetics Li ht/G)are Recreation utilities Trans ortotion Public Services Historic/Cultural Preservation Airport Environment 10,000 Feet 14,000 Feet We have reviewed this application with particular attention to those areas in which we have expertise and hove identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature of Director or Authorized Rep Date Denis Law Mayor Clty��- Department of Community and Economic Development November 15, 2012 C.E."Chip"Vincent, Administrator Wayne Potter Novastar Development, Inc. 1821572 nd Avenue S Kent, WA 98032 Subject: Notice of Complete Application Windstone V Final Plat, LUA12-093, FP Dear Mr. Potter: 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. You will be notified if any additional information is required to continue processing your application. Please contact me at (425) 430-7215 if you have any questions. Sincerely, ?anhlriian Project Manager cc: Kolin Taylor - K85 Development Corporation / owner(s) Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 . rentonwa.gov Rocale Timmons Associate Planner City of Renton Planning Division 1055 South Grady Way Renton, WA 98057 HEAL ESTATE INVESTMENTS, LAND DEVEi 0PWNT, PROJEGT MANAGEMENT October 31, 2012 1 3 3 '1.JJ RE: Final Plat Submittal — Windstone 5 5506 N.E. Sunset Boulevard (formerly 14626 S.E. Renton Issaquah Road), Renton, Washington Our Job No. 9996 Dear Rocale: On behalf of our client, KBS Development Corporation, we are enclosing the following documents for your review and approval of the final plat application for Windstone 5: • Five (5) copies of the statement detailing how all Conditions of Plat Approval have been addressed • Three (3) copies of the current Plat Certificate dated September 24, 2012 • Five (5) copies of each of the title encumbrances • One (1) original and five (5) copies of the completed City of Renton Master Application form (attached to the application is the proof of corporate signing authority and property legal description) • One (1) copy of the Post Office approval of mailbox locations • Four (4) copies of the draft amendment incorporating the plat into the Windstone Homeowners' Association • One (1) check in the amount of $1,545 for the submittal fee • Five (5) copies of the Neighborhood Detail Map Five (5) copies of the Density Worksheet • Five (5) copies of the Final Plat Map prepared by Barghausen Consulting Engineers, Inc. dated October 25, 2012 • Three (3) copies of the Detailed Landscape Plan (includes Irrigation Sprinkler Plan) • Three (3) copies of the Final Stream/Buffer Mitigation Plan prepared by Chad Armour with Armour and Associates Three (3) copies of the complete field calculations 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6110 (425) 251-8782 FAX WWW.NOVASTARDEV.COM Rocale Timmons Associate Planner City of Renton Planning Division - 2 - October 31, 2012 • Three (3) copies of the Certificate of Incorporation for the Windstone Homeowner's Association • One (1) 8 112- by 11 -inch legible reduction of each full-size plan sheet (photographic reduction) and one (1) 8 112- by 11 -inch regular photocopy of each To date, the project is 75 percent complete and we expect to have the remaining construction completed by the end of November. We are hoping to record the plat this December. If you have any questions or need additional information, please do not hesitate to contact me at this office. Thank you. JRespeclll _G.Waotter Vice President GWP/ath/dm 9996c.002.doc enc: As Noted Denis Law Nfdy6f City of Ah Department of Community and Economic Development July 23, 2012 Alex Pietsch, Administrator Kolin Taylor KBS Development Corporation c/o Wayne Potter Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South !Cent, WA 98032 RE: Minor Amendment Approval —Windstone Division 5 Preliminary Plat DDE5 File No. L07P0002 —14626 SE Renton -Issaquah Road Dear Mr. Taylor: We have reviewed the approved the Windstone Division 5 preliminary plat. The preliminary plat is for 11 residential lots, and located on an extension of Lyons Avenue NE. We have reviewed the list of project conditions established bythe King County Hearing Examiner prior to annexation of the property to Renton, and are approving revisions to the plat conditions to clarify Renton requirements for approval of the final plat. These revisions are approved as part of a minor amendment to the preliminary plat, as allowed by Renton Municipal Code (RMC) 4-7-080M. The approved amended preliminary plat conditions are listed below. A worksheet listing the original conditions and revised conditions is attached. The approved revisions include clarification of required impact fees and a condition for compliance with Renton's Residential Design Standards. Amended Conditions of Approval for the Windstone Division 5 Preliminary Plat The proposed subdivision of Windstone Division 5 Plat, as accepted by King County for complete application on May 31, 2007, and granted preliminary plat approval by King County on November 2, 2007 is granted approval of minor amendments to the preliminary plat, subject to the following conditions of final plat approval: 1. Compliance with all platting provisions of the Renton Municipal Code (RMC) 4-8-110. 2. Original condition deleted. 3. The plat shall comply with the King County base density (and minimum density) requirements of the R-8 zone classification. All lots shall meet the minimum dimensional requirements of the R-8 zone classification and shall be generally as shown on the face of the approved preliminary plat, except that minor revisions to the plat Renton City Hall 9 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov Minor Amendment Approval—windstone Division 5 Preliminary Plat Page 2 of 7 July 23, 2012 which do not result in substantial changes may be approved at the discretion of the City of Renton Community & Economic Development Department (CED). All future houses within the plat shotl substantially conform to the guidelines listed in Renton Municipal Code (RMQ 4-2-115 Residential Design and Open Space Requirements. The City shall review and approve modifications from strict adherence to the prescribed standards provided the applicant demonstrates design alternates meeting the spirit and intent of the guidelines. The houses shall otherwise be in conformance with applicable vested King County setback requirements and other associated land use stondards for development. Any plat boundary discrepancy small be resolved to the satisfaction of the City of Renton Community & Economic Development Department prior to the submittal of the final plat documents. As used in this condition, "discrepancy" is a boundary hiatus, an overlapping boundary or a physical appurtenance which indicates an encroachment, lines of possession or a conflict of title. 4. All construction and upgrading of public and private roads shall be done in accordance with the King County Road Standards established and adopted by Ordinance No. 11187, as amended (1993 KCRS), or as otherwise modified by agreement between the City of Renton Development Services Division and the applicant per RMC 4-9-250D. 5. The applicant must obtain the approval of the Renton Fire Department for the adequacy of the fire hydrant, water main, and fire flow standards of RMC 4-5-070. 6. Final plat.approval shall require full compliance with the drainage provisions set forth in King County Code 9.04. Compliance may result in reducingthe number and/or location of lots as shown on the approved preliminary plat. Preliminary review has identified the following conditions of approval which represent portions of the drainage requirements. All other applicable requirements in K.C.C. 9.04 and the King County Surface Water Design Manual (KCSWDM) must also be satisfied during engineering and final review. a. The drainage facilities shall meet the requirements of the 2005 KCSWDM. The site is subject to the Conservation flow control and Basic water quality requirements of the 2005 KCSWDM, Level 3 Flow Control is proposed by the applicant to address downstream drainage complaints. b. An off-site drainage conveyance pipe is proposed to the north, to connect to an existing culvert in Stone Ridge (aka Windstone). This connection is in the City of Renton and Renton approval is required forthis connection. Note that the City of Renton has given preliminary approval for the connection. c, Standard plan notes as listed in the 2005 KCSWM shall be shown on the engineering plans. d. The following note shall be shown on the final recorded plat - a. "All building downspouts, footing drains, and drains from all impervious surfaces such as patios and driveways shall. be connected to the permanent storm drain outlet as shown on the approved construction Minor Amendment Approval—windstone Division 5 Preliminary Plat Page 3 of 7 July 23, 2012 drawings # on file with the City of Renton. This plan shall be submitted with the application of any building permit. All connections of the drains must be constructed and approved prior to the final building inspection approval. For those lots that are designated for individual lot infiltration systems, the systems shall be constructed at the time of the building permit and shall comply with plans on file." e. The 100 -year floodplain for any onsite streams or wetlands shall be shown on the engineering plans and the final plat per Special Requirement 2 of the 2005 KCSW DM. To implement the required Best Management Practices (BMPs) for treatment of storm water, the final engineering plans and technical information report (TIR) shall clearly demonstrate compliance with all applicable design standards. The requirements for best management practices are outlined in Chapter 5 of the 2005 KCSWDM. The design engineer shall address the applicable requirements on the final engineering plans and provide all necessary documents for implementation. The final recorded plat shall include all required covenants, easements, notes, and other details to implement the required BMPs for site development. 7, The proposed subdivision shall comply with the 1993 King County Road Standards (KCRS) including the following requirements: a. Road A, the internal access road, shall be improved at a minimum to the urban minor access street standard. b. Tract B shall be improved to the joint use driveway standard per Section 3.01 of the KCRS. The Tract shall be owned and maintained by the Lots served. c. Modifications to the above road conditions may be considered according to the variance provisions in Section 1.08 of the KCRS. d. Street modifications may be approved by City of Renton Development Services Division according to the modification procedures of Renton Municipal Code 4-9-250D. 8. All utilities within proposed rights-of-way must be built and approved per RMC 4-7- 200 prior to final plat recording. 9. The applicant or subsequent owner shall comply with the applicable City of Renton traffic mitigation fee schedule or applicable impact fee schedule in place at time of fee payment. The applicant has the option to either: (1) pay the traffic mitigation or impact fee at the final plat recording, or (2) pay the mitigation or impact fee at the time of building permit issuance. If the first option is chosen, the fee paid shall be the fee in effect at the time of final plat application and a note shall be placed on the face of the plat that reads, "All traffic mitigation or impact fees required by Renton Municipal Code have been paid." If the second option is chosen, the fee paid. shall be the amount in effect as of the date of building permit application. Min or Amendment Approval —Windstone Division 5 Preliminary Plat Page 4 of 7 J Lily 23, 2412 10. Off-site access to the subdivision shall be over a full -width, dedicated and improved road which has been accepted by the City of Renton Development Services Division. The street improvement must be completed or deferred prior to recording of the plat. A request to deferral of the improvements would be subject to the procedures of RMC 4-9-060C. 11. Lots within this subdivision are subject to Renton Municipal Code 4-1-160, which imposes impact fees to fund school system improvements needed to serve new development. As a condition of final approval, 50% of the impact fees due for the plat shall be assessed and collected immediately prior to the recording, using the fee schedules in effect when the plat receives final approval. The balance of the assessed fee shall be allocated evenly to the dwelling units in the plat and shall be collected prior to the building permit issuance. 12. There shall be no direct vehicular access to or from SE Renton -Issaquah Road (SR 900) from those lots which abut it. A note to this effect shall appear on the engineering plans and the final plat. 13. The proposed subdivision shall comply with the Critical Areas Code as outlined in K.C.C. 21A.24. Permanent survey marking, and signs as specified in K.C.C. 21A.24.160 shall also be addressed prior to final plat approval. Temporary marking of critical areas and their buffers (e.g., with bright orange construction fencing) shaIf be placed on the site and shall remain in place until all construction activities are completed. 14. Preliminary plat review has identified the following specific critical area requirements which apply to this project. All other applicable requirements from K.C.C. 21A.24 shall also be addressed by the applicant. Wetlands - The Category IV wetland shall have a minimum buffer of 50 feet, measured from the wetland edge. The wetland and its respective buffer shall be placed in a Critical Area Tract (Tract C). A minimum building setback line of 15 feet shall be required from the edge of the tract. Streams = The Type N stream, as shown on the revised site plants received May 31, 2007, shafl have a minimum 65 -foot buffer, measured from the ordinary high water mark (OHWM). The stream, and its respective buffer shall be placed in a Critical Area Track (Tract C). A minimum building setback line of 15 feet shall be required from the edge of the tract. Alterations to Streams or Wetlands = If alterations of streams and/or wetlands are approved in conformance with K.C.C. 21A.24, then a detailed plan to mitigate for impacts from that alteration wiI[ be required to be reviewed and approved along with the plat engineering plans. A performance bond or other financial guarantee will be required at the time of plan approval to guarantee that the mitigation measures are installed according to the plan. Once the mitigation work is completed to the Development Services Division satisfaction, the performance bond may.: be replaced by a maintenance bond for the remainder of the five-year monitoring period to guarantee Minor Amendment Approval -Win dstone Dlvisbn 5 Preliminary Plat Page 5 of 7 July 23, 2012 the success of the mitigation. The applicant shall be responsible for the Installation, maintenance and monitoring of any approved mitigation. The mitigation plan must be installed prior to final inspection of the plat. 15. The following note shall be shown on the final engineering pian and recorded plat: RESTRICTIONS FOR CRITICAL AREA TRACTS AND CRITICAL AREAS AND BUFFERS Dedication of a critical area tract/sensitive area and buffer conveys to the public a beneficial interest in the land within the tract/critical area and buffer. This interest includes the preservation of native vegetation for all purposes that benefit the public health, safety and welfare, including control of surface water and erosion, maintenance of slope stability, and protection of plant and animal habitat. The critical area tract/critical area and buffer imposes upon all present and future owners and occupiers of the land subject to the tract/critical area and buffer the obligation, enforceable on behalf of the public by King County, to leave undisturbed all trees and other vegetation within the tract/critical area and buffer. The vegetation within the tract/critical area and buffer may not be cut, pruned, covered by fill, removed or damaged without approval in writing from the City of Renton Development Services Division or its successor agency, unless otherwise provided by law. The common boundary between the tract/critical area and buffer and the area of development activity must be marked or otherwise flagged to the satisfaction of City of Renton Development Services Division prior to any clearing, grading, building construction or other development activity on a lot subject to the critical area tract/critical area and buffer. The required marking or flagging shall remain in place until all development proposal activities in the vicinity of the sensitive area are completed. No building foundations are allowed beyond the required 15 foot building setback area, unless otherwise provided by law. 16. Suitable recreation space shall be provided consistent with the requirements of K.C.C. 21A.14,180 and K.C.C. 21A.14.190 [Le., sport court(s), children's play equipment, picnic table(s), benches, etc.]. In lieu of providing these improvements, the applicant may choose to pay the Parks Mitigation or Impact fees prior to the final plat recording, using the fee schedules in effect when the plat receives final approval. If the applicant opts to provide suitable recreation space on-site, then the following conditions must be met. a. A detailed recreation space plan (i.e., landscape specs consistent with 21A.14 and KCC 21A.16) shall be submitted for review and approval by the City of Renton Community & Economic Development Department and City of Renton Parks Division concurrent with the submittal of the engineering plans. This plan shall include location, area calculations, dimensions, finished Minor Amendment Approval—Win dstone Division 5 Preliminary Plat Page 6 of 7 July 23, 2012 grade5, access to underground vault (access grate) and general improvements, i.e., landscaping, fencing, and trail. b. All landscaping shall be maintained in good condition and be irrigated. The landscape plan shall include the method of irrigation. c. A performance bond for recreation space improvements shall be posted prior to recording of the plat. 17. A homeowners' association or other workable organization shall be established, to the satisfaction of the City of Renton Community & Economic Development Department, which provides for the ownership and continued maintenance of the recreation tract. 18. Street trees shall be provided as follows: a. Trees shall be planted at a rate of one tree for every 40 feet of frontage along all roads. Spacing may be modified to accommodate sight distance requirements for driveways and intersections. b. Trees shall be located within the street right-of-way and planted in accordance with Drawing No. 5-009 of the 2007 King County Road Standards, unless the City of Renton Development Services Division determines that trees should not be located in the street right-of-way. c. if the City of Renton determines that the required street trees should not be located within the right-of-way, they shall be located no more than 20 feet from the street right-of-way line. d. The trees shall be owned and maintained by the abutting lot owners or the homeowners'. association or other workable organization unless the City of Renton has adopted a maintenance program. This shall be noted on the face of the final recorded plat. e. The species of trees.shall be approved by the City of Renton Community & Economic Development Department if located within the right-of-way, and shall not include poplar, cottonwood, soft maples, gum, any fruit -bearing trees, or any other tree or shrub whose roots are likely to obstruct sanitary or storm sewers, or that is not compatible with overhead utility lines. f. The applicant shall submit a street tree plan and bond quantity sheet for review and approval by the City of Renton Community & Economic Development priorto engineering plan approval. g. The street trees must be installed and inspected, or a performance bond posted prior to recording of the plat. If a performance bond is posted, the street trees must be installed and inspected within one year of recording of the plat. At the time of inspection, if the trees are found to be installed per the approved plan, a maintenance bond must be submitted or the performance bond replaced with a maintenance bond, and held for one year After one year, the maintenance bond may be released after the Community Minor Amend ment Approval—windstone I)Msion 5 Preliminary Flat Page 7 of 7 July 23, 2012 & Economfc Development Department has completed a second inspection and determined that the trees have been kept healthy and thriving. h. A landscape inspection fee shall also be submitted prior to plat recording. 19. To implement appropriate tree retention standards under RMC 4-4-130, a detailed tree retention pian shall be submitted with the engineering plans for the subject plat. The tree retention plan (and engineering plans) shall be consistent with the requirements of RMC 4-4-130. No clearing of the subject property is permitted until the final tree retention plan is approved by Renton Development Services Division. Flagging and temporary fencing of trees to be retained shall be provided, consistent with RMC 4- 4-130. The placement of impervious surfaces, fill material, excavation work, or the storage of construction materials is prohibited within the fenced areas around the preserved trees, except for grading work permitted pursuant to RMC 4-4-130. No clearing or grading of the site shall occur until CED approves the detailed tree retention plan. This decision to.approve the minor amendment to the Windstone Division 5 Preliminary Plat is subject to a 14 day appeal period from the date of this letter. Any appeals of the administrative decision must be filed with the City of Renton Hearing )examiner by 5:00 pm, August 6, 2012. If you have any further questions regarding requirements for this project, please contact Jan Illian at 425-430-7216 or iillian@rentonwa.ov. Sincerely, Neil Watts, Director Development Services Director cc: Chip Vincent, Community & Economic neveiopment Administrator Kayren Kittrick, Engineering Supervisor Jennifer Henning, Current Planning Manager Jan Illian, Plan Review City of Renton ' LAND USE PERMIT MASTER APPLICATION',,.:,, PROPERTY OWNER(S) NAME:Kolin Taylor/KBS Dev Corp ADDRESS: 12320 NE 8th St Suite 100 CITY: zip'. 98005 TELEPHONE NUMBER: 206 755-5404 APPLICANT (if other than owner) NAME: (same as owner) COMPANY (if applicable): ADDRESS.- CITY: DDRESS:CITY: ZIP: TELEPHONE NUMBER: CONTACT PERSON NAME: Wayne Potter COMPANY (if applicable): Novastar Dev Inc ADDRESS: 18215 72nd AVE S CITY: KENT zIP:98032 TELEPHONE NUMBER AND EMAIL ADDRESS: 425 251-6110 wpotter@novastardev.com PROJECT INFORMATION PROJECT OR DEVELOPMENT NAME: W.indstone V PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: 5506 NE Sunset Blvd 98059 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): 032305-9070 032305-9234 EXISTING LAND USE(S): Single Family PROPOSED LAND USE(S): Single Family EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: MF KLX_'� PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable) N/A EXISTING ZONING: RR -R (R-4 KinV County) - PROPOSED ZONING (if applicable): SITE AREA (in square feet): 138,085 (3.17ac) SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE DEDICATED: 15,133 SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: 1,860 PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ACRE (if applicable) 4.04 D.U.Per Acre NUMBER OF PROPOSED LOTS (if applicable) 11 NUMBER OF NEW DWELLING UNITS (if applicable): 12 1t ICED'DatalForrrns-TeanplatesiSelGHelpliandoutslPlanning'unasterapp.doc - 1 - 03/11 )JECT INFORMATION con i NUMBER OF EXISTING DWELLING UNITS (if applicable): PROJECT VALUE: N/A SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): N/A SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): N/A SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): N/A SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): A NET FLOOR AREA ON NON-RESIDENTIAL BUILDINGS (if applicable): N/A NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): N/A N/A IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): ❑ AQUIFIER PROTECTION AREA ONE ❑ AQUIFIER PROTECTION AREA TWO ❑ FLOOD HAZARD AREA sq. ft. ❑ GEOLOGIC HAZARD sq. ft. 0 HABITAT CONSERVATION sq. ft. C$ SHORELINE STREAMS & LAKES 2081 sq. ft. CY WETLANDS 794 sq. ft. LEGAL DESCRIPTION OF PROPERTY Attach legal description on se arate sheet with the following information included SITUATE IN THE SE QUARTER OF SECTION 3 TOWNSHIP 23N, RANGE 5E , IN THE CITY OF RENTON, KING COUNTY, WASHINGTON AFFIDAVIT OF OWNERSHIP I, (Print Name/s) V,14, +D+f 4 - _�ft• , declare under penalty of perjury under the laws of the State of Washington that I am (please the k one) 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)he information herewith are in all respects true and correct to the best of any knowledge and belief. nature of Owner(e a (tative Date STATE OF WASHINGTON ) ) SS COUNTY OF KING ) Signature of Owner/Representative Date I certify that I know or have satisfactory evidence that K7 '1yr'� signed this instrument and acknowledge it to be his/her/their free and voluntary act for the uses and purpose mentioned in the instrument. r Dated .��•OP�!I��� Notary Public in and for the State of Washington + � Notary (Print): 'EZ06iQ 62 H_ I 56_2) CH Jc My appointment expires: oG -,C 3— 2o °-T E[10ED',.DatalForms-Templates\Self-Help Handouts\Planninalmasterapp_doc -2- AGO TITLE INSURANCE COMP f* SHORT PLAT CERTIFICATE SCHEDULE A (Continued) LEGAL DESCRIPTION PARCEL A: Order Na: 1331300 THAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3 IN TOWNSHIP 23 NORTH OF RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION; THENCE SOUTH 1024'56" WEST, ALONG THE WEST LINE THEREOF, 300.00 FEET; THENCE SOUTH 87049'08" EAST PARALLEL WITH THE NORTH LINE OF SAID SUBDIVISION 80.00 FEET TO POINT "A" FOR REFERENCE PURPOSES; THENCE SOUTH 63009'00" EAST 102.38 FEET; THENCE SOUTH 14017'00" EAST 190 FEET, MORE OR LESS, TO THE NORTHWESTERLY MARGIN OF THE SUNSET HIGHWAY RIGHT-OF-WAY; THENCE SOUTHWESTERLY, ALONG SAID NOR'T'HWESTERLY MARGIN, 75.00 FEET; THENCE NORTH 14017'00" WEST 124.00 FEET TO THE TRUE POINT OF BEGINNING;, THENCE SOUTHWESTERLY, PARALLEL WITH SAID NORTHWESTERLY MARGIN OF SUNSET HIGHWAY, TO A POINT WHICH BEARS SOUTH 1024'56" WEST FROM FORESAID POINT "A"; THENCE NORTH 1024'56" EAST TO SAID POINT "A"; THENCE SOUTH 63009'00" EAST 102.38 FEET; THENCE SOUTH 14017'00" EAST TO AN INTERSECTION WITH A LINE EXTENDING NORTHEASTERLY PARALLEL TO THE NORTHWESTERLY MARGIN OF SUSNET HIGHWAY FROM THE POINT OF BEGINNING; THENCE SOUTHWESTERLY, ALONG SAID PARALLEL LINE, TO THE TRUE POINT OF BEGINNING; ALSO BEGINNING AT THE ABOVE DESCRIBED TRUE POINT OF BEGINNING; THENCE SOUTH 14017000" EAST 124,00 FEET TO SAID NORTHWESTERLY MARGIN OF SUNSET HIGHWAY; THENCE NORTHEASTERLY, ALONG SAID MARGIN, TO AN INTERSECTION WITH A LINE PARALLEL TO AND 15 FEET EAST OF THE LAST DESCRIBED COURSE; THENCE NORTH 14017'00" WEST, ALONG SAID PARALLEL LINE, TO THE SOUTHERLY. LINE OF THE FIRST ABOVE DESCRIBED TRACT; THENCE WESTERLY, ALONG SAID SOU'T'HERLY LINE, TO THE POINT OF BEGINNING. SEE NEXT PAGE GO TITLE COMPANY 00 Policy No.: 003351300 EXTENDED MORTGAGEE LEASEHOLD POLICY SCHEDULE A (Continued) LEGAL DESCRIPTION PARCEL B. THAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3 IN TOWNSHIP 23 NORTH OF RANGE S EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION; THENCE SOUTH 87049'0$" EAST, ALONG THE NORTH LINE OF SAID SUBDIVISION, 251.24 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 87049'08" WEST 251.24 FEET; THENCE SOUTH 01024'55" WEST, ALONG THE WEST LINE OF SAID SUBDIVISION, 300 FEET; THENCE SOUTH 87049'08" EAST 80 FEET; THENCE SOUTH 63009'00" EAST 102.38 FEET; THENCE SOUTH 14017'00" EAST 190 FEET, MORE OR LESS, TO SAID NORTHWESTERLY MARGIN OF SUNSET HIGHWAY; THENCE NORTHEASTERLY, ALONG SAID HIGHWAY, 195 FEET, MORE OR LESS, TO A POINT BEARING SOUTH 16030'00" FAST FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 16030'00" WEST 433 FEET MORE OR LESS, TO THE TRUE POINT OF BEGINNING. PLANNING DIVISION WAIVER OF SUBMITTAL REQUIREMENTS x. FOR LAND USE APPLICATIONS h This requirement may be waived by: 1. Property Services Section PROJECT NAME:i'r�1��1an't 2. Public Works Plan Review Section 3. Building Section DATE ° 31 4. Planning Section QAWFH%PW\DF VSFRVIForm sTlannirglwaiverofsubmittalregs.xls 02108 PLANNING DIVISION Wireless: Applicant Agreement Statement 2 AND 3 inventory of Existing Sites 2AND 3 Lease Agreement, Draft 2AND 3 Map of Existing Site Conditions 2AND 3 Map of View Area 2 AND 3 Photosimulations 2AND3 Tiiis requirement may be waived by: 1. Property Services Section PROJECT NAME: 2. Public Works Pian Review Section 3. Building Section DATE: 4. 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These include: Public streets** 15, 133 square feet Private access easements** 1, 860 square feet Critical Areas* 2, 875 square feet Total excluded area: 2 19,868 3. Subtract line 2 from line f for net area 4. Divide line 3 by 43,560 for net acreage 5. Number of dwelling units or lots planned: square feet 3. 118, 473 square feet 4. 2-72 acres 5. 1 units/lots 6. Divide line 5 by line 4 for net density: 6. 4.04 = 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:IPWIDEVSERV1FormslPlanuzogldenszty.dm Last updated: 11/08/2004 1 REVISED STREAM CROSSING RESTORATION PLAN WINDSTONE DIVISION V PLAT RENTON, WASHINGTON Prepared for: KBS III, LLC 12320 NE 8th Street, Suite 100 Bellevue, Washington 98005 Prepared by: Chad Armour, LLC 6500126 th Avenue S.E. Bellevue, Washington, 98006-3941 (206) 963-6514 chad@chadarmour.com August 24, 2012 Revised Stream Cros „ Restoration Plan KBS III, LLC Renton, Washington Table of Contents 1. BASELINE INFORMATION................................................................. 1 1.1. Project Location.......................................................................................1 1.2. Description of the Overall Project..........................................................1 1.3. Background Information..........................................................................1 1.4. Existing Conditions.................................................................................1 1.5. Project -Related Impacts to Sensitive Areas .......................................... 2 1.6. Compliance with City Mitigation Plan Rules..........................................3 1.7. Mitigation Measures.................................................................................3 2. GOALS................................................................................................. 3 3. OBJECTIVES....................................................................................... 3 4. PERFORMANCE STANDARDS.......................................................... 3 5. MONITORING METHODS................................................................... 4 5.1. Construction Monitoring........................................................................4 5.2. Post -Construction Monitoring................................................................4 5.3 Vegetation.................................................................................................4 6. MITIGATION APPROACH................................................................... 4 6.1. Mitigation Sequencing.............................................................................5 6.2 Construction Plans.................................................................................. 5 7 INSTALLATION................................................................................... 6 7.1. Installation Sequence.............................................................................. 6 7.2. Vegetation.................................................................................................6 7.3 As Built Plan.............................................................................................7 CIKKIIUWindstone V1Restoration Plan (rev).doc i 48/24/12 Chad Armour, LLC Revised Stream Cron_ -- Restoration Plan Renton, Washington KBS III, LLC 8 MAINTENANCE................................................................................... 7 9 MONITORING PROGRAM................................................................... 7 10 CONTINGENCY PLAN........................................................................ 7 11 SCHEDULE.......................................................................................... 8 12 LIMITATIONS.......................................................................................8 TABLE 1 - PLANT LIST TABLES FIGURES SHEET 2 OF 2 - STREAM BUFFER RESTORATION PLAN C:/KBSIiIIWindstone VlRestoration Plan (rev).doc ii 08/24/12 Chad Armour, LLC Revised Stream Gros_ J Restoration Plan Renton, Washington 1. BASELINE INFORMATION KBS Ill, LLC This restoration pian presents information about KBS Development Corporation's (Proponent) Windstone Division V Plat stream crossing, the critical areas that are present on the site, and the mitigating measures designed to compensate for impacts to the stream and its buffer. 1.1. Project Location The Windstone V Plat is located on what will be an extension of Lyons Avenue NE in Section 3 Township 23 North Range 5 East in Renton, Washington. The site is bounded by the Windstone residential neighborhood to the north, single-family residences on moderate-sized lots to the west, SE Renton Issaquah Road to the south, and an undeveloped parcel to the east (Sheet 2 of 2; Vicinity Map). 1.2. Description of the Overall Project The Proponent proposes to construct 11 single-family homes on the Windstone V plat. To serve the planned development the Proponent proposes to install a water line that will serve the Plat and future development to the east. The water line is located east of Lyons Avenue NE between Lots 9 & 10. It will cross a seasonal non -fish bearing stream and a portion of its buffer. To offset the impact associated with construction the Proponent proposes to restore the disturbed area. 1.3. Background Information We visited the Plat and the area within several hundred feet of the Plat in 2006 to assess the stream and associated wetland under King County Critical Areas rules and regulations. We prepared a report which was accepted by the County the same year. We understand that the Plat was vested by King County in 2007. We revisited the site on July 25, 2012 to assess the stream buffer where the proposed water line is to cross. When we visited the Plat in 2006 there was an abandoned residence that encroached into the buffer. The house and deck were located north of the proposed water line (Sheet 2 of2). The residence was demolished and removed from the Plat later in 2006. The encroachment affected about 40 square feet (sf) of the buffer. We further understand that Water District 90 is requiring the Proponent to stub the water line to the east of the Plat so it can be looped in the future through the adjacent property to the east. This requirement necessitates crossing the stream. 1.4. Existing Conditions A seasonal stream — better described as a swale — crosses the Plat. In 2006 we observed surface water flow locally and/or indications of surface water flow (i.e_, exposed pebbles and cobbles). We did not observe water at the time of our 2012 site visit and a thick covering of blackberries (Rubus armeniacus & Ruhus laciniafus) limited access to the stream channel at the proposed water line crossing. We were however able to access the channel where it discharges to the wetland on the Plat's northern boundary. There was no flow here. C:XBSIll Windstone VIRestoration Plan (rev).doc 1 08/24/12 Chad Armour, LLC Revised Stream Cros___ Restoration Plan Renton, Washington KBS lil, LLC The stream is a part of Greene's Creek, which discharges to May Creek. Although the stream is labeled as a fish -bearing stream north of the Plat, it is unlikely that Greene's Creek supports fish because Greene's Creek flows subsurface through a wedge of gravel immediately prior to its confluence with May Creek. The area formerly occupied by the home is now the location of a thin covering of weedy non-native plants, including: a black cottonwood (Populus balsamifera) seedling, blackberry, Canada thistle (Cirsium arvense), English plantain (Plantago lanceolata), orchard grass (Dactylis glomerata), bentgrass (Agrostis sp.), and reed canarygrass (Phalaris arundinacea). We also observed a small area (-V<10 sf) of gravel here. 1.5. Project -Related Impacts to Sensitive Areas The area impacted by the former residence represents about 260 sf. Removing the gravel and decompacting the soil will have no impact on the adjacent buffer. The equipment needed to do this work will be located outside of the buffer. The gravel to be removed will be disposed outside of the buffer. Part of the stream bed as well as the western buffer (and a small area of the eastern buffer) will be impacted by the water line crossing. Impacts include: • An estimated 30 sf of temporary stream impact; and • An estimated 1,290 sf of temporary buffer impact. Because the Water District is requiring that a portion of the water line be extended to the east in anticipation of future development, impacts to the stream and its buffer due to water line construction are unavoidable_ To minimize impacts the Proponent proposes to clear only as much buffer as necessary to install the water line and promote the growth of the native trees and shrubs that will be installed to compensate for disturbing the buffer. To compensate for unavoidable impacts the Proponent proposes to restore the disturbed portions of the streambed and buffer. The water line will be installed by way of an open trench. Boring under the stream is not warranted because the stream will not be flowing at the time of construction, the stream harbors no fish, and any silt generated by construction (if any) will be sequestered by the downstream wetlands and/or the gravel bed immediately north of May Creek prior to surface water reaching salmonid -bearing water. Further, WDFW authorized installing the sewer via open trench in their HPA. Based on the nature of this reach of Greene's Creek the buffer offers the stream protection from adverse impacts to temperature and human disturbance. The thick tangle of blackberry shrubs totally shades the channel and discourage human incursion. Because the stream is so small other buffer functions such as bank stability, channel migration, large woody debris input, and water quality do not apply. Not enough water flows in the stream channel to affect bank stability or channel migration. Large woody debris would simply cause the stream to flow around it and there are no fish to take advantage of the habitat it would create. And finally the thick blackberry stems do not efficiently capture and/or intercept fine sediment or contaminants to the degree that thinner stemmed plants do. We anticipate that there will be a temporary reduction of the shading and human disturbance buffer functions for several years after construction. The restored buffer will C;1Kl3Slll1Windstone VIRestoration Plan (rev).doc 2 08/24112 Chad Armour, LLC Revised Stream Cros - Restoration Plan KBS III, LLC Renton, Washington initially not provide the degree of stream protection as the blackberries currently do. After the installed trees and shrubs become established and grow larger they will provide shade and somewhat limit human access but not to the degree that blackberries do. If however blackberries swamp the installed trees and shrubs after the maintenance requirement is waived, they will cast shade and discourage human incursion in a manner similar to that which is currently present. Because the stream is small and the impacts are limited and temporary, we do not anticipate any temporary or long-term cumulative impacts to the May Creek stream system. 1.6. Compliance with City Mitigation Plan Rules Section L8b of the Renton Municipal Code (RMC) allow for utility stream crossings in a manner proposed by the Proponent. To offset any impacts due to utility crossings, the City requires a mitigation plan (RMC 1-3c). Per section L3c(ii)a of the RMC the Proponent proposes to mitigate for unavoidable impacts on the Plat. 1.7. Mitigation Measures The Proponent has made a reasonable effort to avoid and minimize impacts to critical areas to the maximum extent possible. Where avoidance and minimization is not possible the Proponent proposes to restore critical areas impacted by construction. 2. GOALS The goals of the restoration plan are to: • Restore 30 sf of streambed to make up for temporary impacts to the stream; • Restore 1,290 sf of buffer to make up for temporary impacts to the buffer; and + Restore 260 sf of buffer to make up for the former residence encroachment. 3. OBJECTIVES The objective of the restoration plan is to: + Restore the integrity of the silt -bottomed streambed; • Enhance the buffer that is disturbed when the water line is constructed by installing native trees and shrubs; and • Enhance the buffer that was disturbed by the former residence by installing a native tree and native shrubs. Performance standards for mitigation provide a basis for measuring the success of the restoration plan. The target for meeting the performance standards is within 5 years of installation. The following standards will apply: • Year 1 — 100% survival of all installed trees and shrubs; • Year 2 — 80% survival of all installed trees and shrubs; • Year 3 — 50% cover for trees and non-invasive shrubs; C:/KBSIII/Winds#one V1Restoration Plan (rev).doc 3 08/24112 Chad Armour, LLC Revised Stream Cros_ - Restoration Plan KBS 111, LLC Renton, Washington Year 5 — 75% cover for trees and non-invasive shrubs; and • No more than 15% of the vegetation in the 1,320 sf restoration area will consist of non-native invasive plant species (e.g., blackberry [Rubus sp.], reed canarygrass, etc.). 5. MONITORING METHODS The purpose of monitoring the restoration area is to assess the results of the restoration plan. The monitoring plan provides a yardstick that measures the performance of the restoration plan and the extent and timing of contingency actions if necessary. 5.1. Construction Monitoring The Proponent will maintain quality assurance by monitoring landscaping contractors during construction. This aspect of the monitoring plan is particularly important because the methods and techniques used to install the plants are important because in many cases survival is dependent on the quality of the installation. Accordingly, the Proponent's biologist will be present during pre-construction/installation meetings to ensure that the construction and landscaping contractors understand and follow the restoration plan. The Proponent's biologist will also check on the progress of construction and installation. 5.2. Post -Construction Monitoring The Proponent will monitor the restoration area for at least 5 years following installation. A qualified biologist will be engaged for this effort. The restoration area is too small to sample, so the Proponent will capture the vegetative data by counting all of the plants and estimating the cover of the plants. Photographs will be taken facing a predetermined direction for consistency. To document the results of the mitigating measures, the Proponent will submit an as -built plan and detailed reports that compares the actual versus expected standards. 5.3 Vegetation The vegetation monitoring will quantify: Species composition; Plant mortality; and • Plant cover. No more than 15% cover of non-native invasives is permissible in any monitoring year. The Proponent is encouraged to maintain the restoration area within these standards throughout the monitoring period to avoid corrective measures. 6. MITIGATION APPROACH The following mitigation measures minimize impacts to the stream and its buffer to the maximum extent possible. C:IKBSIIIIWindstone V/Restoration Plan (rev).doc 4 08/24112 Chad Armour, LLC Revised Stream Cros-...., Restoration Plan KBS III, LLC Renton, Washington 6.1. Mitigation Sequencing The Proponent proposes to avoid and minimize impacts to the stream and its buffer. To offset impacts to the stream and buffer, the Proponent proposes to restore the streambed and the disturbed buffer. 6.2 Construction Plans This section of the mitigation plan describes the strategies that will be used to achieve the objectives described in Section 3. 6.2.1 Clearing and Grading To minimize the potential for disturbing the stream and its buffer, the contractor will install temporary filter fabric fences around the restoration areas. Typically filter fabric fences are anchored to the ground using pea gravel. Using pea gravel is inconsistent with natural resources_ As such the filter fabric fences that surround the construction area will be anchored to the ground using native soil. If construction occurs in the rainy season, the Proponent will install a temporary culvert as a bypass to divert flow around the construction area prior to initiation of work in the stream channel. A sandbag revetment or similar device shall be installed at the bypass inlet to divert the entire flow through the bypass. A sandbag revetment or similar device shall be installed at the downstream end of the bypass to prevent backwater from entering the construction area. When construction is completed the temporary diversion will be removed and flow returned to the channel. After the water line is installed, the contractor will grade the streambed to match the existing grade of the channel. The contractor will also grade the adjacent buffer to match the existing grade of the buffer and blend the grade into the channel. After the gravel is removed from the former location of the residence the contractor will decompact the soil to a depth of about 18 inches and grade the area to match the existing grade of the buffer. Prior to the plant installation, the landscaping contractor will remove blackberries and other noxious weeds in the restoration area. All of the blackberry shrubs, including the roots shall be removed from the restoration area. To give the plants installed on the restoration area a chance to survive and thrive during the monitoring and maintenance period as well as after monitoring and maintenance stops, remove the blackberries (roots and all) from an additional 10 feet beyond the edge of the restoration area. Dispose of blackberry carcasses off of the site. 6.2.2 Vegetation Plant materials will be native to the Pacific Northwest, preferably the Puget Sound and containerized unless otherwise specified. Table 1 presents the recommended vegetation installation specifications_ Substitutions are allowed pending approval of the Proponent's biologist and the City. C:IKBSIIINVindstone WRestoration Plan (rev).doc 5 08124/12 Chad Armour, LLC Revised Stream Cros „ Restoration Plan KBS III, LLC Renton, Washington Table 1 - Plant list Item Scientific Name ISize I Spacing Comments Water Line Area big -leaf maple Acer macrophyllum 2 -gal 16 8 ft OC Douglas -fir Pseudotsuga menziesii 2 -gal 5 8 ft OC baldhip rose Rosa gymnocarpa 2 -gal 22 4 ft OC clumps of 5 to 10 hazelnut Corylus cornuta 2 -gal 2014 ft OC clumps of 5 to 10 oceanspray Holodiscus discolor 2 -gal 2014 ft OC clumps of 5 to 10 Residence Encroachment Area Douglas -fir Pseudotsuga menziesii 2 -gal 4 8 ft OC hazelnut Corylus cornuta 2 -gal 6 4 ft OC clumps of 6 oceanspray Holodiscus discolor 2 -gal 6 4 ft OC i clumps of 6 Total 98 7 INSTALLATION 7.9. Installation Sequence Ideally the Proponent will execute the grading during the dry season and plant installation after the rainy season begins and before it ends (roughly November through April). Prior to construction, the contractor will meet with the Proponent, the Proponent's biologist, and appropriate regulators to review the plan and best management practices (BMP). The contractor will install the temporary filter fabric fence. The Proponent will seed bare areas with an erosion control mixture. Any vegetation disturbed outside of the mitigation area will also be reseeded with an erosion control seed mixture. 7.2. Vegetation The plants in the restoration area must be installed according to this plan, Install the trees and shrubs individually as indicated in Table 1 and Sheet 2 of 2. All plants and planting activities shall conform to normal landscape industry standards. Only sound, healthy, vigorous plants free of defects, disease, and infestations shall be used. The seed shall contain fresh, clean, new seed. As previously indicated, substitutions will be subject to approval by the Proponent's biologist and the City. Specifically: • Dig, pack, transport, and handle all plants with care to ensure protection from injury; • Store plants in a manner necessary to accommodate their horticultural requirements; • Keep plants moist and shaded until the actual time of installation. Do not let them sit in the sun or dry out during planting. Do not remove the plants from their containers until after the hole is excavated; • Excavate holes for containerized plants as indicated on Sheet 2 of 2; • Loosen plant roots slightly, and place in the center of the hole, upright and level with the ground surface; C:/KBSlllNVindstone V1Restoration Plan (rev).doc 6 08/24/12 Chad Armour, LLC Revised Stream Cros Restoration Plan Renton, Washington KBS III, LLC + Place the soil excavated from the planting hole back in the hole and cover the roots so that the root collar is about one inch above grade; • Place 3 inches of mulch around each of the installed trees and shrubs; • Seed as directed. Cover the seed with no more than 1/2 inch of mulch; and • If necessary, apply 2 inches of water to the installed trees and shrubs immediately after installation. 7.3 As Bunt Plan The Proponent will submit an as built plan of the restoration area to the City after construction is completed. 8 MAINTENANCE The maintenance period begins when the City agrees that the installation phase of the restoration plan has been completed and approved. Maintain the restoration area as follows: • Remove weeds for 5 years after installation according to the provisions of the performance standards_ Weeds include non-native invasive vegetation, particularly Himalayan blackberry and evergreen blackberry; and • Replace trees and shrubs that die during the first two years to maintain the indicated survival rate. It is easiest to remove weeds during the winter and early spring when the leaves are off of the deciduous plants. Any trees and shrubs that need to be installed to make up for those that expired shall be installed during the rainy season. 9 MONITORING PROGRAM The Proponent shall monitor the restoration area for at least 5 years following installation in the summer as follows: • Estimate the mortality of installed trees and shrubs; • Estimate the canopy cover of installed trees and shrubs by species; • Estimate the canopy cover of weeds by species; and • Photograph the restoration area from several locations. The location and direction of each photograph shall be consistent among monitoring periods and be representative of the entire mitigation site. Submit the results of the annual monitoring effort to the City by December 1s' of the year the monitoring activity occurred. 10 CONTINGENCY PLAN If there is difficulty achieving the performance standards, the Proponent proposes to work with the City to develop a contingency plan. Contingency plans can include, but are not limited to: additional plant installation, and plant substitutions of type, size, quantity, and location. Such a contingency plan shall be submitted to the City by December 15t of the year the deficiencies were discovered. CJK8SIIINVindstone V/Restoration Plan (rev).doc 7 08/24/12 Chad Armour, LLC Revised Stream Cros_.... Restoration Plan Renton, Washinqton 11 SCHEDULE KBS Ili, LLC The Proponent anticipates executing this plan at the first available opportunity following the receipt of the necessary approvals from the City. Assuming construction occurs as planned, the first monitoring event will occur the following summer. The Proponent will submit a monitoring report to the City by December 1" of the year the monitoring activity occurs. Maintenance will occur within four months following submission of the monitoring report. Subsequent monitoring, reporting, and maintenance will follow the same schedule during the subsequent years. 12 LIMITATIONS Work for this project was performed, and this restoration plan prepared, in accordance with generally accepted professional practices for the nature and conditions of the work completed in the same or similar localities, at the time the work was performed. It is intended for the exclusive use of KBS Development Corporation and their assigns for specific application to the referenced property. This plan is not meant to represent a legal opinion. No other warranty, express or implied, is made. It should be noted that restoration planning is an inexact science. Biological professionals may disagree on the nature and extent of restoration plans. Final acceptance of this restoration plan is the responsibility of the permitting authority. Accordingly, the restoration plan developed for this project should be reviewed by the appropriate permitting authority prior to committing to detailed planning and design activities. Any questions regarding our work and this plan, the presentation of the information, and the interpretation of the data are welcome and should be referred to the author. CX13SIIINVindstone V/Restoration Plan (rev).doc 8 08124/12 Chad Armour, LLC Name: LOT 1 North: 187458.3400' East: 1316103.4353' Segment #1 : Line Course: S01°25'14'W Length: 55.51' North: 187402.8470' East: 1316102.0591' Segment #2 : Line Course: N87°30'42"W Length: 95.02' North: 187406.9724' East: 1316007.1287' Segment #3 : Line Course: N01 °25'14"E Length: 55.00' North: 187461.9555' East: 1316008.4922' Segment #4 : Line Course: S87°49'07"E Length: 95.01' North: 187458.3391' East: 1316103.4334' Perimeter: 300.53' Area: 5249 Sq. Ft. Error Closure: 0.0021 Course: S65°59'13"W Error North: -0.00085 East: -0.00190 Precision 1: 143114.29 Name: LOT 2 North: 187402.8479' East: 1316102.0591' Segment #1 : Line Course: S01 °25'14'W Length: 55.00' r"Ir' • North: 187347.8648' East: 1316100.6956' Segment#2 Line Course: N87°30'42 W Length: 95.02' North: 187351.9902' East: 1316005.7652' Segment #3 : Line Course: N01°25'14"E Length: 55.00' North: 187406.9733' East: 1316007.1287' Segment #4 : Line Course: S87°30'42"E Length: 95.02' North: 187402.8479' East: 1316102.0591' Perimeter: 300.03' Area: 5225 Sq. Ft. Error Closure: 0.0000 Course: N00°00'00"E Error North: 0.00000 East: 0.00000 Precision 1:300040000.00 Name: LOT 3 North: 187347.8648' East: 1316100.6957' Segment #1 : Line Course: S01°25'14'W Length: 60.00' North: 187287.8833' East; 1316099.2083' Segment #2 : Line Course: N87°30'42W Length: 95.02' North: 187292.0086' East: 1316004.2779' Segment #3 : Line Course: N01 °25'14"E Length: 60.00' North: 187351.9902' East: 1316005.7653' Segment #4 : Line Course: S87°30'42"E Length: 95.02' North: 187347.8648' East: 1316100.6957' Perimeter: 310.03' Area: 5700 Sq. Ft. Error Closure: 0.0000 Course: N00°00'00"E Error North: 0.00000 East: 0.00000 Precision 1:310040000.00 !*!!k!!liii*+!!!!i!!i!!ii!*Y*!Y*iHtliti*!itl3Yli*!ilkiltHtfitliti} Name: LOT 4 North: 187287.8833' East: 1316099.2083' Segment #1 : Line Course: S01°25'15'W Length: 60.00' North: 187227.9017' East: 1316097.7205' Segment #2 : Line Course: N87°30'42"W Length: 95.02' North: 187232.0271' East: 1316002.7901' Segment #3 : Line Course: N01 °25'14"E Length: 60.00' North: 187292.0086' East: 1316004.2776' Segment #4 : Line Course: S87°30'42"E Length: 95.02' North: 187287.8833' East: 1316099.2080' Perimeter: 310.03' Area: 5700 Sq. Ft. Error Closure: 0.0003 Course: N88°34'45"W Error North: 0.00001 East: -0.00029 Precision 1; 1033466.67 k+}k++}+k*k+k}+*++}}+}++}+}+f+#i+#*k**k*#k*+i++i***##k*+k*#k*+ik+}*} Name: LOT 5 End North: 187200.5439' East: 1316093.0410' Segment #1 ; Curve Length: 42.20' Radius: 50.00' Delta: 048°21'31" Tangent: 22.45' Chord: 40.96' Course: S10°06'04"W Course In: S55°43'10"E Course Out: S75°55'19'W RP North: 187172.3816' East: 1316134.3554' End North: 187160.2194' East: 1316085.8572' Segment #2 : Line Course: S75°55'19'W Length: 5.00' North: 187159.0032' East: 1316081.0073' Segment #3 : Line Course: N87°49'07'W Length: 80.01' North: 187162.0487' East: 1316001.0553' Segment #4 : Line Course: N01°25'14"E Length: 70.00' North: 187232.0271' East: 1316002.7907' Segment #5 : Line Course: S87°30'42"E Length: 95.02' North: 187227.9018' East: 1316097.7211' Segment #6 : Line Course: S01 "25'14'W Length: 13.90' North: 187214.0060' East: 1316097.3765' Segment #7 : Curve Length: 14.34' Radius: 25.00' Delta: 032°51'36" Tangent: 7.37' Chord: 14.14' Course: S17°51'02"W Course In: N88°34'46'W Course Out: S55°43'10"E RP North: 187214.6258' East: 1316072.3842' End North: 187200.5447' East: 1316093.0414' Perimeter: 320.46' Area: 6182 Sq. Ft. Error Closure: 0.0009 Course: N30°52'34"E Error North: 0.00076 East: 0.00046 Precision 1:356077.78 k*kk**kk**k*kk*kkkkk*kk*kkk*kk*kkY**tti.YkttttYttttkktiitiitiikkktkt k**k Name: LOT 6 North: 187122.5215' East: 1316130.6182' Segment #1 : Line Course: S01°25'14'W Length: 113.54' North: 187009.0164' East: 1316127.8035' Segment #2 : Line Course: S56°37'21 "W Length: 61.50' North: 186975.1820' East: 1316076.4470' Segment #3 : Line Course: N01 °25'14"E Length: 183.88' North: 187159.0055' East: 1316081.0056' Segment #4 : Line Course: N75°55'19"E Length: 5.00' North: 187160.2217' East: 1316085.8554' Segment #5 : Curve Length: 62.51' Radius: 50-00' Delta: 071 °38'07" Tangent: 36.08' Chord: 58.52' Course: S49°53'45"E Course In: N75'55'19"E Course Out: SO4°17'12'W RP North: 187172.3839' East: 1316134.3537' End North: 187122.5238' East: 1316130.6163' Perimeter: 426.43' Area: 7252 Sq. Ft. Error Closure: 0.0029 Course: N40°05'20"W Error North: 0.00225 East: -0.00189 Precision 1:147044.83 *}+}#+}#+}}##}####+}++}++}+}}+}}k*k**** Name: LOT 7 North: 187130.1361' East: 1316173.8922' Course: S20'29'22"E Length: 77.75' North: 187057.3049' East: 1316201.1074' Segment #2 : Line Course: S56°37'21 "W Length: 87.78' North: 187016.5220' East: 1316139.2041' Segment #3 : Line Course: S56°37'21"W Length: 13.65' North: 187009.0124' East: 1316127.8055' Segment 94 : Line Course: N01°25'14"E Length: 113.54' North: 187122.5176' East: 1316130.6202' Segment #5 : Curve Length: 39.97' Radius: 50.00' Delta: 045"48'18" Tangent: 21.12' Chord: 38.92' Course: N71°23'03"E Course In: N04°17'12"E Course Out: S41 °31'06"E RP North: 187172.3777' East: 1316134.3576' End North: 187134.9405' East: 1316167.5005' Segment #6 : Line Segment #1 : Line Course: S53"03'19"E Length: 8.00' North: 187130.1321' East: 1316173.8943' Segment #5 : Line Perimeter: 327.05' Area: 5797 Sq, Ft, Error Closure: 0.0045 Course: S27°31'52"E Course: N20°29'22'W Length: 77.75' Error North: -0.00400 East: 0.00208 North: 187130.1378' East: 1316173.8953' Precision 1:72675.56 Segment #6 : Line +t++*+**+**+*a*****k*k**k******k**k*4kk*Rn1R*Ytktttitti+t+*t+**+**** Name: LOT Course: N53'03'IM Length: 8.00' North: 187053.4219' East: 1316312.1183' North: 187134.9461' East: 1316167.5015' Segment #1 : Line Segment #8 : Line Segment #3 : Line Course: S53°03'19"E Length: 15.00' Course: N14°17'17"W Length: 124.00' North: 187141.9148' East: 1316191.5106' North: 187049.0542' East: 1316188.5845' Segment #9 : Line Segment #4 : Line Course: S20°29'22"E Length: 77.90' Course: N56°37'21'E Length: 15.00' North: 187068.9430' East: 1316218.7784' North: 187057.3065' East: 1316201.1105' Segment #7 : Curve Course: S00°00'38"E Length: 63.30' North: 186990.1219' East: 1316312.1300' Length: 20.14' Radius: 50.00' Delta: 023°04'26" Tangent: 10.21' Chord: 20.00' Course: N36°56'41"E Segment #2 : Line Course In: N41°31'06'W Course Out: S64°35'32"E RP North: 187172.3833' East: 1316134.3586' Course: S56°37'21'W Length: 111.30' End North: 187150.9304' East: 1316179.5224' North: 186928.8899' East: 1316219.1873' Segment #8 : Line Segment #3 : Line Course: S53°03'19"E Length: 15.00' Course: N14°17'17"W Length: 124.00' North: 187141.9148' East: 1316191.5106' North: 187049.0542' East: 1316188.5845' Segment #9 : Line Segment #4 : Line Course: S20°29'22"E Length: 77.90' Course: N56°37'21'E Length: 15.00' North: 187068.9430' East: 1316218.7784' North: 187057.3065' East: 1316201.1105' Segment #10 : Line Course: N56°37'21'E Length: 75.35' North: 167110.3970' East: 1316281.7004' Segment #11 : Line Course: S35°08'09"E Length: 17.08' North: 187096.4291' East: 1316291.5302' Segment 912 : Line Course: S25°35'30"E Length: 47.69' North: 187053.4177' East: 1316312.1302' Perimeter: 652.49' Area: 15906 Sq. Ft. Error Closure: 0.0126 Course: S70°47'37"E Error North: -0.00414 East: 0.01187 Precision 1:51786.51 Name: LOT 9 North: 187141.9005' East: 1316191.5104' Segment #1 : Line Course: N53'03'19"W Length: 20.11' North: 187154.0002' East: 1316175.4353' Segment #2 : Curve Length: 32,80' Radius: 45.00' Delta: 041'45'35" Tangent: 17.17' Chord: 32.08' Course: NO3°13'33"E Course In: N65°53'42W Course Out: N72°20'43"E RP North: 187172.3786' East: 1316134.3594' End North: 187186.0262' East: 1316177.2400' Segment #3 : Line Course: N73°24'01"E Length: 66.72' North: 187205.0870' East: 1316241.1794' Segment #4 : Line Course: S16°03'48"E Length: 6.12' North: 187199.2060' East: 1316242.8728' Segment #5 : Line Course: S18'39'04"E Length: 68.25' North: 187134.5402' East: 1316264.6994' Segment #6 : Line Course: S35°08'09"E Length: 29.54' North: 167110.3827' East: 1316281.7002' Segment #7 : Line Course: S56°37'21"W Length: 75.35' North: 187068.9287' East: 1316218.7781' Segment #8 : Line Course: N20°29'22W Length: 77.90' North: 187141.9005' East: 1316191.5104' Perimeter: 376.77' Area: 7918 Sq. Ft. Error Closure: 0.0130 Course: S12°35'42"E Error North: -0.01267 East: 0.00283 Precision 1:28983.85 Name: LOT 10 End North: 187186.0293' East: 1316177.2360' Segment #1 : Curve Length: 44.00' Radius: 45.00' Delta: 056°41'27" Tangent: 23.94' Chord: 42.27' Course: N45°40'00"W Course In: S72°20'43'W Course Out: N16°99'16"E RP North: 187172.3817' East: 1316134.3555' End North: 187215.5682' East: 1316147.0014' Segment #2 : Curve Length: 32.77' Radius: 25.00' Delta: 075'0958" Tangent: 19.22' Chord: 30.47' Course: N36°07'45"W Course In: N16°19'16"E Course Out: N88'34'46"W RP North: 187239.5608' East: 1316154.0269' End North: 187240.1806' East: 1316129.0346' Segment #3 : Line Course: N01°25'14"E Length: 39.04' North: 187279.2086' East: 1316130.0024' Segment #4 : Line Course: S87°49'07"E Length: 90.89' North: 187275.7490' East: 1316220.8266' Segment #5 : Line Course: S16°03'48"E Length: 73.53' North: 187205.0899' East: 1316241.1723' Segment #6 : Line Course: S73°24'01 "W Length: 66.72' North: 18718f .0291' East: 1316177.2329' Perimeter: 346.95' Area: 7633 Sq. Ft. Error Closure: 0.0031 Course: S86°02'26W Error North: -0.00022 East: -0.00313 Precision 1: 111919.35 Name: LOT 11 North: 187279.2068' East: 1316130.0025' Segment #1 : Line Course: N01 °25'14"E Length: 87.00' North: 187366.1801' East: 1316132.1593' Segment #2 : Line Course: S87°49'07"E Length: 65.08' North: 187363.7029' East: 1316197.1921' Segment #3 : Line Course: S13°27'03"E Length: 36.41' North: 187328.2916' East: 1316205.6615' Segment #4 : Line Course: S16°07'28"E Length: 36.69' North: 187293.0450' East: 1316215.8512' Segment #5 : Line Course: S16°03'48"E Length: 18.00' North: 187275.7478' East: 1316220.8318' Segment #6 : Line Course: N87°49'07'W Length: 90.89' North: 187279.2073' East: 1316930.0077' Perimeter: 334.07' Area: 6738 Sq. Ft. Error Closure: 0.0052 Course: N83°59'27"E Error North: 0.00054 East: 0.00518 Precision 1:64244.23 it*t*rtt+tttti++t++r+krYk*NYWNxWNYkxw**xxxxY*k**k******************* Name: TRACT A North: 187399.9560' East: 1316189.9127' Segment #1 : Line Course: S06°56'29"E Length: 11.96' North: 187388.0836' East: 1316191.3581' Segment #2 : Line Course: S13°27'03"E Length: 25.07' North: 187363.7013' East: 1316197.1897' Segment #3 : Line Course: N87°49'07"W Length: 65.08' North: 187366.1785' East: 1316132.1568' Segment #4 : Line Course: N01°25'14"E Length: 52.21' North: 187418.3724' East: 1316133.4512' Segment #5 : Curve Length: 17.39' Radius: 35.44' Delta: 028°06'43" Tangent: 8.87' Chord: 17.21' Course: N15°28'36"E Course In: S88°34'46"E Course Out: N60°28'03'W RP North: 187417.4938' East: 1316168.8803' End North: 187434.9628' East: 1316138.0448' Segment #6 : Curve Length: 22.90' Radius: 47.92' Delta: 027°22'39" Tangent: 11.67' Chord: 22.68' Course: N15°50'38"E Course In: N60*28'03"W Course Out: S87°50'42"E RP North: 187458.5834' East: 1316096.3507' End North: 187456.7815' East: 1316144.2368' Segment #7 : Line Course: S87°49'07"E Length: 19.03' North: 187456.0571' East: 1316163.2530' Segment #8 : Line Course: S26°08'28"E Length: 51.38' North: 187409.9327' East: 1316185.8902' Segment #9 : Line Course: 321'55'14'E Length: 10.76' North: 187399.9506' East: 1316189.9071' Perimeter: 275.78' Area: 4359 Sq, Ft, Error Closure: 0.0077 Course: 546°08'06'W Error North: -0.00535 East: -0.00556 Precision 1:35815.58 Name: TRACT B North: 187452.3930' East: 1316259.5537' Segment #1 : Line Course: S16°30'00"E Length: 433.63' North: 187036.6200' East: 1316382.7192' Segment #2 : Line Course: S56°37'21 "W Length: 84.52' North: 186990.1211' East: 1316312.1316' Segment #3 : Line Course: N00`00'38"W Length: 63.30' North: 187053.4219' East: 1316312.1200' Segment #4 : Line Segment #10 : Line Course: N25°35'30"W Length: 47.69' North: 187096.4325' East: 1316291.5200' Course: N16°07'28'W Length: 36.69' North: 187328.3076' East: 1316205,6533' Segment #5 : Line Segment #11 : Line Course: N35°08'09"W Length: 46.61' North: 187134.5578' East: 1316264.6895' Course: N13°27'03'W Length: 36.41' North: 187363.7189' East: 1316197.1840' Segment #6 : Line Segment #12 : Line Course: N18°39'04'W Length: 68.25' North: 187199.2236' East: 1316242.8628' Course: N13°27'03"W Length: 25.07' North: 187388.1012' East: 1316191.3524' Segment #7 : Line Segment #13 : Line Course: N16°03'48"W Length: 6.12' North: 187205.1046' East: 1316241.1694' Course: N06°56'29'W Length: 11.96' North: 187399.9735' East: 1316189.9070' Segment #8 : Line Segment #14 : Line Course: N16°03'48"W Length: 73.53' North: 187275.7637' East: 1316220.8236' Course: N21°55'14'W Length: 10.76' North: 187409.9556' East: 1316185.8901' Segment #9 : Line Segment #15 : Line Course: N16°03'48"W Length: 18.00' North: 187293.0610' East: 1316215.8431' Course: N26°08'28"W Length: 51.38' North: 187456.0800' East: 1316163.2529' Segment #16 : Line Course: S87°49'07"E Length: 96.36' North: 187452.4123' East: 1316259.5431' Perimeter: 1110.27' Area: 37688 Sq. Ft. Error Closure: 0.0220 Course: N28°44'21'W Error North: 0.01929 East: -0.01058 Precision 1:50467.73 Name: TRACT C North: 187016.5253' East: 1316139.2057' Segment #1 : Line Course: S14°17'17"E Length: 124.00' North: 186896.3610' East: 1316169.8085' Segment #2 : Line Course: S56°37'21'W Length: 15.87' North: 186887.6301' East: 1316156.5561' Segment #3 : Line Course: N14°17'17'W Length: 124.00' North: 187007.7944' East: 9316125.9532' Segment #4 : Line Course: N56°37'21"E Length: 15.87' North: 187016.5253' East: 1316139.2057' Perimeter: 279.75' Area: 1860 Sq. Ft. Error Closure: O.00DO Course: NOO°00'00"E Error North: 0.00000 East: 0.00000 Precision 1:279740000.00 CHAD A%viOUR, LLC 6500126thAvenue s.E. Bellevue, Washington 98005-3941 (425)641-9743 chad@chadarmour.com October 18, 2012 KBS III, LLC 12320 NE 8th Street, Suite 100 Bellevue, Washington 98005 Attn: Mr_ Kolin Taylor Subject: As -Built Letter Windstone V Pat Renton, Washington Dear Mr. Taylor: Per the approved restoration plan, we are pleased to report that the restoration effort on the Windstone V Plat has been completed. BACKGROUND INFORMATION The Windstone V Plat is located on what will be an extension of Lyons Avenue NE north of SE Renton Issaquah Road in Section 3 Township 23 North Range 5 East in Renton, Washington. A seasonal stream — better described as a swale — crosses the Plat. A thick covering of blackberries (Rubus armeniacus & Rubus laciniatus) covers the stream and most of its buffer. To serve the planned development and future development to the east of the Plat a water line crossed the stream. It was necessary to remove the blackberries to install the water line_ To promote the health and welfare of the plants installed to make up for stream and buffer impacts an additional 10 feet of blackberries were removed on either side of the waterline impact zone. Finally, what was once an abandoned residence encroached into the buffer. This area was also cleared of weedy vegetation in anticipation of installing native plants. The restoration area is defined by the silt fence that was installed prior to grading. The 10 -feet -wide swath north and south of the restoration area is not a part of the restoration area. As indicated previously this area was cleared of blackberries to minimize the potential for blackberries to encroach on the installed plants during the course of the monitoring and maintenance period. POST -CONSTRUCTION OBSERVATIONS The table on the following page shows that 3 fewer plants were installed than specified. The topography suggested that flowing water or seasonal standing water could have negatively affected plants installed close to the stream channel. So we chose to move some plants out of the stream channel area and reduce the total number of plants specified which resulted in tighter spacing in the remaining area. C:/Jobs/KBSIII1Windstone VIAs-Built Letter.doc 1 10/16/12 Chad Armour, LLC Windstone V As -Built er KBS ill, LLC Renton, Washington Plants specified/installed in the Windstone V Plat restoration area Gommori X#' Scientfic Name, 'S¢e Gaunt Planned Actual big -leaf maple Acer macrophyllum 2 -gal 15 15 Douglas -fir Psuedotsuga menziesii 2 -gal 9 S baldhip rose Rosa gymnocarpa 2 -gal 22 22 hazelnut Corylus cornuta 2 -gal 26 26 oceanspray Holodiscus discolor 2 -gal 26 24 Total 98 95 As shown in Photograph 1, the restoration area now supports a dense array of native trees and shrubs. And except for the stream channel area the entire restoration area has been covered with bark (Photograph 2). A few days after these photographs were taken; the area not covered in bark (i.e., stream channel area and the area 10 feet on either side of the restoration area) was covered with a layer of straw. Photograph 1 — View of the restoration area looking east. The stream channel is located at the bottom on the hill near the end of the silt fence. CJJobs/KBSIIINVindstone V/As-Built Letter.doc 2 10118112 Chad Armour, LLC Windstone V As -Buil ter KBS III, LLC Renton, Washington Photograph 2 — View of the stream channel area. Although not depicted in this image, sections of the silt fence were cut out to allow water to flow through the restoration area. We presume that the monitoring and maintenance period will commence upon approval of this as -build report. LIMITATIONS Work for this project was performed, and this letter report prepared, in accordance with generally accepted professional practices for the nature and conditions of the work completed in the same or similar localities, at the time the work was performed. It is intended for the exclusive use of KBS 111, LLC and their assigns for specific application to the referenced property. This report is not meant to represent a legal opinion. No other warranty, express or implied, is made. C:1Jobs1KB51IIlWindstone VIAS -Built Letter.doc 3 10/16/12 Chad Armour, LLC Windstone V As -Buil :er KBS 111, LLC Renton, Washington Any questions regarding our work and this report, the presentation of the information, and the interpretation of the data are welcome and should be referred to the undersigned. Sincerely, Chad Armour, LLC e-o-Aa,4� Clad Armour Principal cc: Rocale Timmons, City of Renton Wayne Potter, Novastar Development ClJobs/KBSI1INVindstone V/As-Built Letter.doc 4 10/16/12 Chad Armour, LLC 4*CAGO TITLE INSURANCE COMP 2300 COLUKBIAI CENTER, 701 STE AVE SEATTLE, WA 98104 Order No.: 1351300 SHORT PLAT CERTIFICATE Certificate for Filing Proposed Short Plat In the matter of the short plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of KING County, Washington, and the records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby certifies that th6 title -to = ,. the following described land situate in said KING County, to -wit: SEE SCHEDULE A (NEXT PAGE) Z'ilt VESTED IN: KBS DEVELOPMENT CORP, A WASHINGTON CORPORATION EXCEPTIONS: SEE SCHEDULE B A'T'TACHED CHARGE: $ 3 5 o. o o TAX: $ 33.25 Records examined to September 24, 2012at 8:00 A.M. CHICAGO T[TLE INSLTAANCE COMPANY 64W By //. EASTSIDE TITLE UNIT Title Officer (425)546-9$83 S14PIATA/12-5-90/EK SWAGO TITLE INSURANCE COMP SHORT PLAT CERTIFICATE SCHEDULE A {Continued} LEGAL DESCRIPTION PARCEL A: Order No.: 1351300 THAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3 IN TOWNSHIP 23 NORTH OF RANGE S EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION; THENCE SOUTH 1024'56" WEST, ALONG THE WEST LINE THEREOF, 300.00 FEET; THENCE SOUTH 87049'08" EAST PARALLEL WITH THE NORTH LINE OF SAID SUBDIVISION 80.00 FEET TO POINT "A" FOR REFERENCE PURPOSES; THENCE SOUTH 63009'00" EAST 102.38 FEET; THENCE SOUTH 140.7'00" EAST 190 FEET, MORE OR LESS, TO THE NORTHWESTERLY MARGIN OF THE SUNSET HIGHWAY RIGHT-OF-WAY; THENCE SOUTHWESTERLY, ALONG SAID NORTHWESTERLY MARGIN, 75.00 FEET; THENCE NORTH 14017'00" WEST 124.00 FEET TO THE TRUE POINT OF BEGINNING;, THENCE SOUTHWESTERLY, PARALLEL WITH SAID NORTHWESTERLY MARGIN OF SUNSET HIGHWAY, TO A POINT WHICH BEARS SOUTH 1024'56" WEST FROM FORESAID POINT "A"; THENCE NORTH 1024'56" EAST TO SAID POINT "A"; THENCE SOUTH 63009'00" EAST 102.38 FEET; THENCE SOUTH 14017'00" EAST TO AN INTERSECTION WITH A LINE EXTEUDING NORTHEASTERLY PARALLEL TO THE NORTHWESTERLY MARGIN OF SUSNET HIGHWAY FROM THE POINT OF BEGINNING; THENCE SOUTHWESTERLY, ALONG SAID PARALLEL LINE, TO THE TRUE POINT OF BEGINNING; ALSO BEGINNING AT THE ABOVE DESCRIBED TRUE POINT OF BEGINNING; THENCE SOUTH 14017'00" EAST 124.00 FEET TO SAID NORTHWESTERLY MARGIN OF SUNSET HIGHWAY; THENCE NORTHEASTERLY, ALONG SAID MARGIN, TO AN INTERSECTION WITH A LINE PARALLEL TO AND 15 FEET EAST OF THE LAST DESCRIBED COURSE; THENCE NORTH 14017'00" WEST, ALONG SAID PARALLEL LINE, TO THE SOUTHERLY LINE OF THE FIRST ABOVE DESCRIBED TRACT; THENCE WESTERLY, ALONG SAID SOUTHERLY LINE, TO THE POINT OF BEGINNING. SEE NEXT PAGE 46GO TITLE COMPANY a* EXTENDED MORTGAGEE LEASEHOLD POLICY SCHEDULE A (Continued) LEGAL DESCRIPTION PARCEL B: Policy No.: 001351300 THAT POR'T'ION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3 IN TOWNSHIP 23 NORTH OF RANGE 5 EAST, WILLAMETTE MERIDIAN, IN ICING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION; THENCE SOUTH 87049'08" EAST, ALONG THE NORTH LINE OF SAID SUBDIVISION, 251.24 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 87049'OB" WEST 251.24 FEET; THENCE SOUTH 01024'56" WEST, ALONG THE WEST LINE OF SAID SUBDIVISION, 300 FEET; THENCE SOUTH 87049'08" EAST 80 FEET; THENCE SOUTH 63009'00" EAST 102.38 FEET; THENCE SOUTH 14017'00" EAST 190 FEET, MORE OR LESS, TO SAID NORTHWESTERLY MARGIN OF SUNSET HIGHWAY; THENCE NORTHEASTERLY, ALONG SAID HIGHWAY, 195 FEET, MORE OR LESS, TO A POINT BEARING SOUTH 16030'00" EAST FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 16030'00" WEST 433 FEET MORE OR LESS, TO THE TRUE POINT OF BEGINNING. 40 so CHICAGO TITLE INSURANCE COMPANY Order No.: 1351300 SHORT PLAT CERTIFICATE SCHEDULE B This certificate does not insure against loss or damage by reason of the following exceptions: GENERAL EXCEPTIONS: A. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. B. Rights or claims of parties in possession not shown by the public records. C. Encroachments, overlaps, boundary line disputes, and any other matters which would be disclosed by an accurate survey and inspection of the premises. D. Easements or claims of easements not shown by the public records. E. Any lien, or right to lien, for contributions to employee benefit funds, or for state workers' compensation, or for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown by the public records. F. Liens under the Workmen's Compensation Act not shown by the public records. G. Any service, installation, connection, maintenance or construction charges for sewer, water, electricity or garbage removal. H. Genera] taxes not now payable; matters relating to special assessments and special levies, if any, preceding or in the same becoming a lien. I. Reservations or exceptions in patents or in Acts authorizing the issuance thereof; Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. J. Water rights, claims, or title to water. K. THIS REPORT IS ISSUED AND ACCEPTED UPON THE UNDERSTANDING THAT THE LIABILITY OF THE COMPANY SHALL NOT EXCEED ONE THOUSAND DOLLARS($1000.00). SHKATB/031594/soc CUT[" f:(-% rrrT7 77 TATCT TTY A-Vr`n 0rtAx➢A MV s D 4WAGO TITLE INSURANCE COM 0* Order No.: 1351300 SHORT FLAT CERTIFICATE SCHEDULE B (Continued) EXCEPTIONS 1. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PACIFIC TELEHONE AND TELEGRAPH CO. PURPOSE: THE RIGHT TO ERECT AND MAINTAIN POLES, WITH THE NECESSARY WIRES AND FEATURES AREA AFFECTED: AS CONSTRUCTED OVER AN UNDTERMINABLE PORTION OF SAID PREMISES RECORDED: SEPTEMBER 24, 1917 RECORDING NUMBER: 1162865 2. RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY: 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 SAME. RECORDING NUMBER: 342932 3. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND POWER & LIGHT COMPANY PURPOSE: ELECTRIC LINE AREA AFFECTED: THE EASTERLY 5 FEET DESCRIBED ABOVE, OR AS MAY BE EXTENDED OR RELOCATED BY MUTUAL CONSENT RECORDED: DECEMBER 9, 1966 RECORDING NUMBER: 6116838 4. SENSITIVE AREAS NOTICE, INCLUDING THE TERMS AND PROVISIONS THEREOF: RECORDED: RECORDING NUMBER: APRIL 3, 2002 20020403001781 s 5. NOTICE OF ON-SITE SEWAGE SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS, INCLUDING THE TERMS AND PROVISIONS THEREOF: RECORDED: RECORDING NUMBER: APRIL 17, 2002 20020417001495 F 0 p 4 40CAGO TITLE INSURANCE COM** Order No.: 1351300 SHORT FLAT CERTIFICATE SCHEDULE B (Continued) EXCEPTIONS 6. COVENANT TO BEAR PART OR ALL OF THE COST OF CONSTRUCTION OR REPAIR OF EASEMENT GRANTED OVER ADJACENT PROPERTY: PURPOSE OF EASEMENT: RECORDING NUMBER: STORM DRAINAGE 20060926001123 7. CITY OF RENTON, WASHINGTON ORDINANCE NO. 5665 ANNEXATION, INCLUDING THE TERMS AND PROVISIONS THEREOF: RECORDED: RECORDING NUMBER: JULY 11, 2012 20120711000166 8. GENERAL AND 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: TAX ACCOUNT NUMBER: LEVY CODE: ASSESSED VALUE -LAND: ASSESSED VALUE -IMPROVEMENTS GENERAL & SPECIAL TAXES: AFFECTS: PARCEL A 2012 032305-9234-04 6855 $ 138,000.00 $ 60,000.00 BILLED: $ 2,897.68 PAID: $ 1,464.15 UNPAID: $ 1,433.53 9. GENERAL AND 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: TAX ACCOUNT NUMBER: LEVY CODE: ASSESSED VALUE -LAND: ASSESSED VALUE -IMPROVEMENTS GENERAL & SPECIAL TAXES: 2012 032305-9070-01 6855 $ 260,000,00 $ 00.00 BILLED: $ 3,575.66 PAID: $ 1,803.14 UNPAID: $ 1,772.52 l"L7Tf� A /=!l'f'ITR T TAT[ TT A�Ti - - A - SHPLATB3/12-12-90%EK 0 G R a J K L 09CAGO TITLE INSURANCE COM" Order No.. 13 513 0 0 SHORT PLAT CERTIFICATE SCHEDULE B (Continued) EXCEPTIONS AFFECTS: PARCEL B 10, DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: KBS III, LLC, A WASHINGTON LIMITED LIABILITY COMPANY TRUSTEE: WASHINGTON SERVICES, INC. BENEFICIARY- WASHINGTON FEDERAL SAVINGS AND LOAN ASSOCIATION AMOUNT: $ 208,000.00 DATED: SEPTEMBER 6, 2006 RECORDED: SEPTEMBER 15, 2006 RECORDING NUMBER: 20060915001727 LOAN NUMBER: 075 208 320193-6 THE AMOUNT NOW SECURED BY SAID DEED OF TRUST AND THE TERMS UPON WHICH THE SAME CAN BE DISCHARGED OR ASSUMED SHOULD BE ASCERTAINED FROM THE HOLDER OF THE INDEBTEDNESS SECURED. AFFECTS: PARCEL A MODIFICATION OF DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: DATED: RECORDED: RECORDING NUMBER: SEPTEMBER 30, 2008 OCTOBER 28, 2008 20081028000357 MODIFICATION OF DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: DATED: RECORDED: RECORDING NUMBER: OCTOBER 27, 2009 NOVEMBER 6, 2009 20091106001556 MODIFICATION OF DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: DATED: RECORDED: RECORDING NUMBER: JUNE 30, 2010 JULY 14, 2010 20100714000782 11_ DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: SHPLAIM/12-12-90/EEC x N R s T OOCAGO TITLE INSURANCE COm** Order No.: 1351300 SHORT PLAT CERTIFICATE SCHEDULE B (Continued) EXCEPTIONS GRANTOR: KBS DEVELOPMENT CORPORATION, A WASHINGTON CORPORATION TRUSTEE: WASHINGTON SERVICES, INC.. BENEFICIARY: WASHINGTON FEDERAL SAVINGS AND LOAN ASSOCIATION AMOUNT: $ 931,500.00 DATED: NOVEMBER 20, 2007 RECORDED: NOVEMBER 30, 2007 RECORDING NUMBER: 20071130000714 LOAN NUMBER: 075 208 334770-5 THE AMOUNT NOW SECURED BY SAID DEED OF TRUST AND THE TERMS UPON WHICH THE SAME CAN BE DISCHARGED OR ASSUMED SHOULD BE ASCERTAINED FROM THE HOLDER OF THE INDEBTEDNESS SECURED. AFFECTS: PARCEL B MODIFICATION OF DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: DATED: RECORDED: RECORDING NUMBER: JUNE 30, 2010 JULY 14, 2010 20100714000785 MODIFICATION OF DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: DATED: RECORDED: RECORDING NUMBER: AUGUST 24, 2010 SEPTEMBER 28, 2010 20100928001212 MODIFICATION OF DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: DATED: RECORDED: RECORDING NUMBER: AUGUST 23, 2010 SEPTEMBER 28, 2010 20100928001213 MODIFICATION OF DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: DATED: RECORDED: RECORDING NUMBER: SEPTEMBER 4, 2012 SEPTEMBER 14, 2012 20120914001187 sxrrAxa3J��i�4a/�c 40CAGO TITLE INSURANCE Comlo Order No.: 1351300 SHORT PLAT CERTIFICATE SCHEDULE B (Continued) EXCEPTIONS 0 12. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR. ICES DEVELOPMENT CORP, A WASHINGTON CORPORATION TRUSTEE: WASHINGTON ADMINISTRATIVE SERVICES, INC_ BENEFICIARY: WASHINGTON FEDERAL SAVINGS AMOUNT: $ 737,550.00 DATED: SEPTEMBER 2, 2010 RECORDED: SEP'T'EMBER 28, 2010 RECORDING NUMBER: 20100928001214 LOAN NUMBER: 378126-7 THE AMOUNT NOW SECURED BY SAID DEED OF TRUST AND THE TERMS UPON WHICH THE SAME CAN BE DISCHARGED OR ASSUMED SHOULD BE ASCERTAINED FROM THE HOLDER OF THE INDEBTEDNESS SECURED. v 13, THE LEGAL DESCRIPTION IN TRIS COMMITMENT IS BASED ON INFORMATION PROVIDED WITH THE APPLICATION AND THE PUBLIC RECORDS AS DEFINED IN THE POLICY TO ISSUE. THE PARTIES TO THE FORTHCOMING TRANSACTION MUST NOTIFY THE TITLE INSURANCE COMPANY PRIOR TO CLOSING IF THE DESCRIPTION DOES NOT CONFORM TO THEIR EXPECTATIONS. sr NOTE 1: THE FOLLOWING DEED(S) AFFECTING SAID LAND WAS (WERE) RECORDED WITHIN 24 MONTHS OF THE DATE OF THIS COMMITMENT: NONE a NOTE 2: ANY MAP FURNISHED WITH THIS COMMITMENT 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, AC NOTE 3: THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED TO COMPLY WITH THE REQUIREMENTS OF RCW 64.04. SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WHICH MUST ALSO APPEAR IN THE BODY OF THE DOCUMENT: PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3-23-5 END OF SCHEDULE B AA SHPLATW f 131'2-90/EK r 44CAGO TITLE INSURANCE COmv* Order No.: 13 513 0 0 SHORT PLAT CERTIFICATE SCHEDULE B (Continued) EXCEPTIONS TO EXPEDITE THE COMPLETION OF YOUR CLOSING, PLEASE FORWARD YOUR CLOSING ORDER AND RECORDING DOCUMENTS TO: CHICAGO TITLE INSURANCE COMPANY - CENTRAL RECORDING 703 FIFTH AVENUE, SUITE 2300 SEATTLE, WASHINGTON 98104 THANK YOU, UNIT 1 - EASTSIDE TITLE UNIT SHPLATB3/12-1290/EK �rtn w n_rt mrr• � *xrr�r rry w xrrm nnx m w x,nr CAGO TITLE INSURANCE COM Order No.: 1351300 SHORT PLAT CERTIFICATE SCHEDULE B (Continued) EXCEPTIONS As THE FOLLOWING PARTIES HAVE BEEN SENT A COPY OF THIS COMMITMENT; BARGHAUSEN ENGINEERS (KENT) SANDY BAILEY EMAIL (425)251-6222 NOVASTAR DEVELOPMENT/BARGHAUSEN WAYNE POTTER EMAIL (999)999-9999 JOHN L. SCOTT (KENT NORTH) KOLIN TAYLOR EMAIL (253)852-9200 SRPLA.TW/12,12-90/EK turnA-m nT%Trrt TT wl-,, nnAXn A TT7 r After recording return to: City Clerk's Office City of Renton 1055 South Grady Way Renton, Washington 98055 DOCUMENT TITLE Ninth Amendment to Declaration of Protective Covenants for the Plat of Stone Ride A.K.A. Windstone REFERENCE NO. OF 20051020000338, 20051207002324, 20070523001800, DOCUMENTS ASSIGNED/ 20070523002279, 20070523002223, 20071001002220, RELEASED 20071031000895, 20080609000424 and 20110318001423 GRANTOR KBS Development Corporation GRANTEE City of Renton The Public Stone Ridge (AX 'A. Windstone), Windstone Div. II, Windstone Div. III, Windstone Div. IV and Windstone Division 5, recorded under King LEGAL DESCRIPTION County Recording Nos. 20051020000337, 20070523001799, 20070523900008, 20070523900007 and , respectively; being portions of the Southeast Quarter of the Southeast Quarter of Section 3-25-5 ASSESSOR'S PARCEL NO. 032305-9234; 032305-9070 NINTH AMENDMENT TO THE DECLARATION OF PROTECTIVE COVENANTS FOR THE PLAT OF STONE RIDGE (A.K.A. WINDSTONE) Windstone Division 5 KBS Development Corporation, Developer herein, hereby amends the Declaration of Protective Covenants for the Plat of Stone Ridge (A.K.A. Windstone), recorded under King County Recording No. 20051020000338 (the "Original Declaration"), as amended by the following Amendments to the Declaration of Protective Covenants for the Plat of Stone Ridge (A.K.A. Windstone), recorded in King County under the following Recording Nos.: Name First Amendment Second Amendment Third Amendment Fourth Amendment Fifth Amendment Sixth Amendment Seventh Amendment Eight Amendment W:IWPD00512402510071B0 t 87810.DOC 10/23/12 Page 1 of 5 Recordine No. 20051207002324 20070523001800 20070523002279 20070523002223 20071001002220 20071031000895 20080609000424 20110318001423 Ninth Amendment to Declaration of Plat of Stone Ridge (A.K.A Windstone) The Original Declaration and all of the Amendments are called herein collectively the "Declaration." WHEREAS, pursuant to Article 3 of the Declaration, prior to termination of the Development Period, the Developer is authorized to subject additional properties to the Declaration; and WHEREAS, the Development Period has not terminated; NOW, THEREFORE, pursuant to Article 3 and Section 16.1 of the Declaration, Developer hereby amends the Declaration as follows: 1. The Plat of Windstone Division 5, recorded with the King County Recorder under Recording No. ("Division 5"), is hereby subjected to the Declaration. The land within Division 5 is shown on the Map for Division 5 and is Iegally described on Exhibit A attached hereto. 2. In addition to the Tracts, easements and other areas set forth in Section 1.5 of the Declaration, the Common Area shall include Tracts A, B and C as shown on the Division 5 Plat Map and other the easements and appurtenances (if any) Iocated within Division 5 as shown on the Windstone Division 5 Plat Map that are intended for common use and enjoyment. The City of Renton shall have access to the easement areas as necessary to inspect or maintain the drainage facilities and appurtenances thereon. 3. Pursuant to the Declaration of Easement, recorded under King County Recording No. 20060926001123 (the "2006 Easement'), upon recording this Ninth Amendment, the Storm Drainage Easement Area created by the 2006 Easement shall be deemed a Common Area and the Association shall have all maintenance, repair and reconstruction obligations set forth in the Declaration for the storm water drainage system benefiting Division 5. 4. The Lot Owners of Lots within Division 5 shall be Members of the Association and shall be entitled to all benefits and subject to all obligations of Members of the Association. 5. Unless otherwise stated herein, all capitalized terms used in this Ninth Amendment shall have the meanings set forth in the Declaration. Any references to "Div. V" in the Declaration shall be deemed to refer to Division 5. 6. Except for the matters stated in this Ninth Amendment, all of the provisions contained in the Declaration remain in full force and effect. This Amendment shall be effective upon recording. Dated this day of , 20 DEVELOPER: KBS DEVELOPMENT CORPORATION Lto Kolin Taylor, President Page 2of5 W:\WPDOCS12402510071B0187810.DOC Ninth Amendment to Declaration of 10,723112 Plat of Stone Ridge (A.K.A Windstone) STATE OF WASHINGTON } } ss. COUNTY OF KING } THIS IS TO CERTIFY that on this day of , 2012, before me, a Notary Public in and for the State of Washington, duly commissioned and sworn, carne Kolin Taylor, personally known or having presented satisfactory evidence to be the President of KBS Development Corporation, a Washington corporation, the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument. WITNESS MY HAND and official seal the day and year in this certificate first above written. Print Name: Notary Public in and for the State of Washington, residing at Expiration Date: Page 3 of 5 WAWPDOCS1240251007180187810.DOC Ninth Amendment to Declaration of 1W23/12 Plat of Stone Ridge (A.K.A Windstone) EXHIBIT A LEGAL DESCRIPTION PARCEL A_ THAT PORTION OF THE FAST HALF OF THE SOUTHFAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3 IN TOWNSHIP 23 NORTH OF RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED A5 FOLLOWS: BEGINNING AT THE NORTHWEST CORNER. OF SAID SUBDIVISION; THENCE SOUTII 1°24'5$" WEST, ALONG THE NEST LIRE THEREOF, 300.00 FEET; THENCE SOUTH 87049'08" EAST PARALLEL WITH THE NORTH LINE OF SAID SUBDIVISION 80.00 FEET TO POINT "A" FOR REFERENCE PURPOSES; THENCE SOUITr 63009'00" EAST 102.38 FEET; THENCE SOUTH 14917'00" EAST 190 FEET, MORE OR LESS, TO THE NORTHWESTERLY MARGIN OF' THE SUNSET HIGHWAY RIGHT-OF-WAY; THENCE SOUTHWESTERLY, ALONG SAID NORTHWESTERLY MARGIN, 75.00 FEET; THHNCE NORTH 14017'00" WEST 124.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTHWESTERLY, PARALLEL WITH SAID NORTHWESTERLY MARGIN OF SUNSET HIGHWAY, TO A POINT WHICH BEARS SOUTH 1024`56" WEST FROM FORE5AID POINT "A"; THENCE NORTH 1024'56" EAST TO SAID POINT "A"; THENCE SOUTH 63909'00" EAST 102.38 FEET; THENCE SOUTH 14QI7'00" FAST TO AN INTERSECTION WITH A LINE EXTENDING NORTHEASTERLY PARALLEL TO THE NORTHWESTF_.RLY MARGIN OF SUSNET HIGHWAY FROM THF. POINIT OF BEGINNING; THENCE SOUTHWESTERLY, ALONG SAID PARALLEL LINE, TO THE TRUE POINT OF BEGINNING; ALSO BEGINNING AT T'HE ABOVE DESCRIBED TRUE POINT OF BEGINNING; THENCE SOUTH 14017'00" EAST 124,40 FEET TO SAID NORTHWESTERLY MARGIN OF SUNSET HIGHWAY; THENCE NORTHEASTERLY, ALONG SAID MARGIN, TO AN INTERSECTION WITH A LINE PARALLEL TO AND 15 FEET EAST OF THE LAST DESCRIBED COURSE; THENCE NORTH 14417'00r NEST, ANON(`, SAID PARALLEL LINE, TO THE SOUTHERLY LINE OF THE FIRST ABOVE DESCRIBED TRACT; THENCE WESTERLY, ALONG SAID SOUTHERLY LINE, TO THE POINT OF BEGINNING. SEE NEXT PAGE Page 4 of 5 w:\WPDOCS\2402s007\B0a97810,DOC Ninth Amendment to Declaration of 10123/12 Plat of Stone Ridge (A.K.A Windstone) PARCEL B: THAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUAR'T'ER OF SECTION 3 IN TOWNSHIP 23 NORTH OF RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION; THENCE SOUTH 87049'08" EAST, ALONG THE NORTH LINE OF SAID SUBDIVISION, 251.24 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 87049'DB" WEST 251.24 FEET; THENCE SOUTH 01024'55" WEST, ALONG THE WEST LINE OF SAID SUBDIVISION, 300 FEET; THENCE SOUTH B7°49'08" EAST 80 FEET; THENCE SOUTH 63009'00" EAST 102.38 FEET; THENCE SOUTH 14017'00" EAST 190 FEET, MORE OR LESS, TO SAID NORTHWESTERLY MARGIN OF SUNSET HIGHWAY; THENCE NORTHEASTERLY, ALONG SAID HIGHWAY, 195 FEET, MORE OR LESS, TO A POINT BEARING SOUTH 16030'00" EAST FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 16030'00" WEST 433 FEET MORE OR LESS, TO THE TRUE POINT OF BEGINNING. Page 5 of 5 W:IWPDOCS12402510071B0187810.DOC Ninth Amendment to Declaration of 101,23; 12 Plat of Stone Ridge (A.K.A Windstone) SIT - TES XTES 01F A Secretary Of State 1);. - I [ 3 1 /,),. 1, SAM REED, Secretary of State of the State of Washington and cuss at -a hereby issue this CERTIFICATE OF INCORPORATION' to WMSTONE HOMEOWNERS ASSOCIA'TI'ON 11 a/an WA Non-Frofit Corporation. Chuter documents are effective on date indicated below, Date: 3/25/2005 U131 Number, 602-486-624 APPID.- 255016 Given under my hand andqhe Seal of the Slate Qf Washington at olym-ip,1:1a, the State capitL HS WE" r secieiary of Siate Sam Reed, Corporations and Charities Division Corporations home Nonprofit Home Charities Home Awards Public Notices Contact Info Corporation Detail Neither the State of Washington nor any agency, officer, or employee of the State of Washington warrants the accuracy, reliability, or timeliness of any information in the Public Access System and shall not be liable for any losses caused by such reliance on the accuracy, reliability, or timeliness of such information. While every effort is made to ensure the accuracy of this information, portions may be incorrect or not current. Any person or entity who relies on information obtained frum the System does so at his or her own risk. All documents filed x`rth the Corporations Division are considered public record. WINDSTONE HOMEOWNERS ASSOCIATION UBI Number 602486624 Category REG Profit/Nonprofit Nonprofit Active/Inactive Active State Of Incorporation WA WA Filing Date 03/25/2005 Expiration Date 03/31/2013 Inactive Date Duratioe Perpetual Registered Agent Information Agent Name KBS DEVELOPMENT CORPORATION Address 12320 NE 8th ST STE loo City BEI. LFVUH State WA ZIP o800,5 Special Address Information Address City State 'lip Governing Persons Title Name Andress President Taylor, Kolin 1232o NE 8TH ST #too BEI LEV UE, WA 98005 Secretary Avzaradel, Sol 1232o NE 8th ST, #100 Bellevue, WA 98005 Purchase Documents for this Corporation ,t Return t Sc�__ parch List From: Smith, Patricia M - Renton, WA <tricia.m.smith@usps.gov> Sent: Tuesday, October 30, 2012 1:55 PM To: Wayne Potter Cc: kolint@johnlscott.com; Sandy Bailey; Rocale Timmons Subject: RE: Mailbox (CBU) location's for Windstone 5, City of Renton The requested CBU location has been approved by the USPS. Thank you `.1'aftkia Smith. Atwu ex, eimumex Senaicea -len .ifigmwub 425-227-0285 From: Wayne Potter [maiIto:wpotter@novastardev.com Sent: Tuesday, October 30, 2012 1:01 PM To: Smith, Patricia M - Renton, WA Cc: kolint johnlscott.com; Sandy Bailey; Rocale Timmons Subject: RE: Mailbox (CBU) location's for Windstone 5, City of Renton Importance: High Hi Tricia, Based on our meeting yesterday at Windstone 5 (and phone conversation earlier today), the proposed location of the one CBU (12 -unit mailbox) per the attached map is acceptable for your mail carrier. Please confirm your approval with a returned e-mail for my submittal tomorrow morning with the City of Renton. Thank you for your time and assistance. Respectfully, NaV4-,L� G. Wayne Potter ( Vice President I Novastar Development, Inc. 1821572 d Ave. South, Kent, Washington 98032 (425) 656 7435 Direct 1 (206) 255-7106 Cell v 4 a II Z" s `J� o V jag 8 s� �r A !Qs 11 1. 11� ` — ri 'i r a� c� r 6,np!lo '0wpe -fi01 I I 6rp'85tl601112 9 NOISIAIQ 3NOISMIM =10.LVId 1 C; Iz '6Mp-s-S9£ZI= '6.p'1_gA412 ' :Ia,X MUGA ,I - ,V-1— Yid VFl LIOL/01 f0�au+�a=op 6xA'17-S9C2l �6uuaau�6ua\59EL1�6060L 1��d�al!� !f s I " � 9 as ArSJ {� � �rNr1i pJ Iz '6Mp-s-S9£ZI= '6.p'1_gA412 ' :Ia,X MUGA ,I - ,V-1— Yid VFl LIOL/01 f0�au+�a=op 6xA'17-S9C2l �6uuaau�6ua\59EL1�6060L 1��d�al!� PrnQ& 1/310012 Payment Made: CITY OF RENTON 1055 S. Grady Way Renton, WA 98055 Land Use Actions RECEIPT Permit#: LUA12-093 10/31/2012 10:02 AM .i Gaal Payment: 1,545.00 orrent Payment Made to the Following Items: Receipt Number: R1204898 Payee: KBS DEVELOPMENT CORPORATION _ans Account Code Description maunt_ 33.30 503.0H0JC.3C4.322 lecAnoLogy Fee 45.01 5512 COO.00GD`JC_OC7.345 Final Plat 1,50C.0O yments made for this receipt 'Tri_ns Ye: hod Description r' <<icurt ;;ment , Crock 113_8 7., `i4 b . GO count Balances T._n. s ..calm Code DescripLion Balance Due 3021 3C3. 001005. 02C. 345 Park Mitigation Fee NO 3080 SG3.G00000.024.322 Technology Foe .Ci) 3954 &O .0O3GO0.03C.21, Special Deposits .CO 5066 CCC.03003.007.345 AnnehaL_on Sees .00 000i Appeals/Waivers .00 50CS 0003 03G03.03V.34b Zn n^ Site/Short Plat .00 5009 000.000000.007.345 Cond-tional Use Fees 5010 00O.003003.057.34; Environmental Review CC 6011 COO.COX03.007. 315 Pfellm/lental-l-e Pla' .30 501Y 300.0000O3.007.345 Final Pla- .30 1313 000.CO0000.001.345 DUD OC `O 4 30...000UO0.00 .345 Grading & Filling Fees .00 5015 000.000CCI3.00 .345 Lot Lin;: Adjustment. .JC 5H OGO_OOOCOO.007.345 Mobile Eome Parks _OC 5017 JCO.00=0.007.345 Rezone 3c „31.8 JCU.000000.00 .345 Rovti_ne Vegetation _°gmL .. .00. 5019 . ACO05000. �00�1 . 345 Shore �.i ne Subst Je,,� OC MC OCKC00000.007.345 Sitc Plan Approval :121 3CO.000000.001.345 '['E'mp Use, nobbyk, Vence .00 4372 :)CO_Qr); 00.007.315 y_ar_iance reecs .00 10 :)�;h.I�;i1�,(1{1f).�11)1..4`.. Crgdli._lCnnl Approva _w--: i)(`. X0.6 OCO.000000.007.345. Comor_ehwnslve Plan Amand .00 09 000_(;00300.002.341. Boaxlets/EiS/Carie,_, .00 041 CCO.600500.00.341 Maps (Taxable) _OC 79DB 000. C00000 , 00 '.2 31 'lit._ .0(1